detail manual - lcsconstruct.com€¦ · 9.01a-9.01eroom material schedule 9.02 room material...

ARCHITECTS

HOENER ASSOCIATES, INC.

6707 PLAINVIEW AVENUE ST. LOUIS, MISSOURI 63109 - 1295

DATE:

JOB No.:

SET No.:

ASDG, LLC

McCLURE ENGINEERING ASSOC.

BAX ENGINEERING

DENNIS G. GLORE

- STRUCTURAL ENGINEER

- M.E.P. ENGINEER

- CIVIL

- FOOD SERVICE

BOO

K 3

OF

3

D

ETAI

L M

ANU

AL

314 / 781 - 9855FAX 314 / 781 - 0163

19-06C

CONSULTANTS:

FRON

TIER

MID

DLE

SCHO

OL -

9233

HIG

HWAY

DD

JULY 10, 2020 (BID SET)

AutoCAD SHX Text

ADDITIONS AND RENOVATIONS AT:

AutoCAD SHX Text

WENTZVILLE R-IV SCHOOL DISTRICT

AutoCAD SHX Text

O'FALLON, MISSOURI

4.01

TYPICAL THRU-WALL FLASHING DETAILS

DIVISION 5 - METALS

4.024.034.044.054.06-4.074.08-4.144.15

TYPICAL EXPANSION JOINT DETAILSTYPICAL CONTROL JOINT DETAILS

TYPICAL WALL INTERSECTIONSTYPICAL MECHANICAL OPENING LINTELSTYPICAL MASONRY LINTEL ELEVATIONSTYPICAL MASONRY WALL TERMINATION DETAILS

SLIP-JOINT DETAIL4.18 CAST STONE DETAILS

DIVISION 4 - MASONRY

TABLE OF CONTENTSDA SHEETS

DIVISION 1 - GENERAL

1.01A, B, C TABLE OF CONTENTS

DIVISION 2 - SITE WORK

DIVISION 3 - CONCRETE

3.01 TYPICAL DETAILS (FOUNDATION OFFSET, JOINTS, SIDEWALKS)

1.03 DA SHEET EXPLANATION1.04-1.05 ABBREVIATIONS1.06 REFERENCE SYMBOLS1.07 REFERENCE SYMBOLS - SITE PLAN1.08 MATERIAL INDICATIONS1.09-1.11 TYPICAL MOUNTING HEIGHTS (INCLUDING ADA)1.12-1.17

TYPICAL WALL TERMINATION DETAILS1.20-1.24WALL TYPES

2.05 EROSION CONTROL DETAILS

1.31-1.66 COLUMN DETAILS

2.04A-2.04B PIPE BEDDING DETAILS

2.06-2.07 SOIL REMOVAL DETAILS

3.03 TYPICAL DOOR STOOP PLANS3.04 TYPICAL DOOR STOOP SECTION

5.03-5.05 TYPICAL EXPANSION JOINT COVER PLATE DETAILS

5.15 TYPICAL STAIR HANDRAIL DETAIL5.20 TYPICAL HANDRAIL DETAILS

COLUMN DETAIL MATRIX1.30A-1.30D

1.99 JOB SIGN

DRAINAGE GRATE AT GENERATOR ENCLOSURE1.26

4.30 SAMPLE PANEL DETAIL

5.12 CLOSURE PLATE AND ANGLE DETAILS AT STAIR STRINGERS

5.40 ROOF CROSSOVER LADDER

BY:

DATE:

REV.:


ARCHITECTURAL CORP.NO. 000193

MARK A. REUTHERLICENSE #006452

ARCHITECTSST. LOUIS, MISSOURI

PROJECT NO. 19-06C

07/10/2020

DA: 1.01A

AC

(CONTINUED)

DIVISION 6 - CARPENTRY

6.01 TYPICAL WOOD TRIM DETAILS

DIVISION 7 - THERMAL & MOISTURE PROTECTION

7.01 PARAPET DETAILS

DIVISION 8 - DOORS & WINDOWS

DIVISION 9 - FINISHES

9.01A-9.01E ROOM MATERIAL SCHEDULE9.02 ROOM MATERIAL SCHEDULE - GENERAL NOTES

TABLE OF CONTENTSDA SHEETS

6.10-6.13 HAND SINK SECTIONS6.33-6.34 DISPLAY CASE ELEVATIONS & DETAILS6.39-6.40 BENCH ENLARGED PLANS & SECTION

7.02 TYPICAL FLASHING DETAIL7.03 GUTTER DETAILS7.04 E.I.F.S. JOINT DETAILS7.05 STANDING SEAM ROOFING AND DOWNSPOUT DETAILS7.23 COLLECTOR HEAD & SCUPPER DETAILS

9.10 TYPICAL DRYWALL JOINT DETAILS

9.12-9.13 TYPICAL DRYWALL TERMINATION DETAILS 9.14 DRYWALL CONTROL JOINTS

9.26A-9.26B TILE BASE AND SEAMLESS FLOOR BASE DETAILS9.28 TRANSITION STRIP DETAILS9.30 FIRESTOPPING DETAILS9.40 SEISMIC BRACING AT LAY-IN CEILING9.41 HYDRANT & GFI BOX DETAILS

9.11 TYPICAL DRYWALL PARTITION & BULKHEAD DETAILS

8.01A-8.01C DOOR SCHEDULE8.03 DOOR TYPES8.04 FRAME TYPES8.06A-8.06J ALUMINUM DOOR FRAME ELEVATIONS8.08-8.28 TYPICAL DOOR DETAILS

7.51-7.53 ROOFING DETAILS

8.70 ALUMINUM WINDOW ELEVATIONS 8.80-8.86 TYPICAL WINDOW DETAILS

9.15 DRYWALL PARTITION INTERSECTION

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.01B

AC

10.01 MARKER BOARD / TACK BOARD TYPE ELEVATIONS

DIVISION 11 - EQUIPMENT

(NOT USED)

DIVISION 12 - FURNISHINGS

10.02-10.03 MARKER BOARD / TACK BOARD TYPE SCHEDULES

DIVISION 10 - SPECIALTIES

12.01 TYPICAL CASEWORK NOTES

DIVISION 13 - SPECIAL CONSTRUCTION

(NOT USED)

(CONTINUED)TABLE OF CONTENTSDA SHEETS

DIVISION 14 - CONVEYING SYSTEMS

DIVISION 15 - MECHANICAL

DIVISION 16 - ELECTRICAL

ROOF CURB DETAIL15.02

12.02-12.05 READY MADE CASEWORK ELEVATIONS12.30 BLIND INSTALLATION TYPE DETAILS12.31-12.32 BLIND SCHEDULES

(NOT USED)

SEISMIC BRACING / SUSPENSION ROD DETAIL16.01

ELECTRIC WATER COOLER (E.W.C.) ELEVATION 15.10DOWNSPOUT TERMINATION DETAILS 15.20

10.17 FIRE PROTECTION DEVICES10.20 TYPICAL LOCKER SECTION10.21 TYPICAL LOCKER ELEVATIONS

10.10A-10.10D SCHEDULE OF IDENTIFICATION DEVICES 10.11-10.14 TYPICAL SIGN DETAILS

10.50 WASHROOM ACCESSORY SCHEDULES 10.58 TOILET PARTITION BRACING DETAIL10.80 DEDICATION PLAQUE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.01C

AC

DA SHEET - EXPLANATION

BASED ON THE UNIFORM CONSTRUCTION INDEX.DETAIL (DA) SHEETS ARE NUMBERED IN SIXTEEN DIVISIONS,

IT SUBSTANTIALLY RELATES IN THE SPECIFICATION, BUT THEIN GENERAL, A DETAIL IS SHOWN IN THE DIVISION TO WHICH

BECOME FULLY INFORMED AS TO THE DETAILS IN ALL DIVISIONS.GENERAL CONTRACTOR MUST EXAMINE ALL THE DETAILS AND

DETAILS RELATED TO SEVERAL DIVISIONS, DETAIL PLANS, DIVISION "1" CONTAINS GENERAL INFORMATION, GENERAL DETAILS,

DA 1.00

DA

1.

.00

= INDICATES DETAIL (DA) SHEET

= INDICATES DIVISION (1 thru 16)

= INDICATES SHEET NUMBER (THESE MAY NOT BE NUMBERED CONSECUTIVELY)

DETAILS MAY BE "X"ed OUT AND WILL NOT BE USEDON CERTAIN MASTER DETAIL SHEETS, ONE OR MORE

ON THIS PROJECT.

AND RELATED SCHEDULES.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.03

AC

ABBREVIATIONSNOTE: ABBREVIATIONS MAY BE USED WITH OR WITHOUT PERIODS AND APOSTROPHES

A.B. ANCHOR BOLT

F.D. FLOOR DRAIN

A.C. AIR CONDITIONING

FDN. FOUNDATION

ACOUS. ACOUSTICAL

F.E. FIRE EXTINGUISHER (ON BRACKET)

A.D. ACCESS DOOR

F.B.C. FIRE EXTINGUISHER / BLANKET CABINET

ADJ. ADJUSTABLE

F.E.C. FIRE EXTINGUISHER CABINET

A.F.F. ABOVE FINISH FLOOR

F.G. FINISH GRADE

ALUM. ALUMINUM

FIN. FINISH

ALT. ALTERNATE

FLR. FLOOR

A.P. ACCESS PANEL

FLRG. FLOORING

ASB. ASBESTOS

F.R.C. FIBER-REINFORCED CEMENT

ASPH. ASPHALT

F.R.P FIBER-REINFORCED PLASTICF.S. FULL SIZE

BD. BOARD

FTG. FOOTING

B.F. BOTTOM OF FOOTING

F.T.R. FINNED TUBE RADIATION UNIT

B.G.B. BOTTOM OF GRADE BEAM

F.V. FIELD VERIFY

BLDG. BUILDINGBLKG. BLOCKING

GALV. GALVANIZED

B.M. BENCH MARK

G.C. GENERAL CONTRACTOR

B.U.R. BUILT-UP ROOFING

GL. GLASSGYP. GYPSUM

C STEEL CHANNELCAB. CABINET

H.B. HOSE BIBBH/C HANDICAPPED

CER. CERAMIC

HDWR. HARDWARE

C.H. CEILING HEIGHT or COAT HOOKS

H.M. HOLLOW METALH.P. HIGH POINT

C.I. CAST IRON

HORIZ. HORIZONTAL

CL. CLOSET

HT. HEIGHT

CLG. CEILING

HVAC HEATING, VENTILATION & AIR CONDITIONING

C.M.U. CONCRETE MASONRY UNIT

H.W. HOT WATER

C.O. CLEAN OUTCOL. COLUMN

I.D. INSIDE DIAMETER

COMPR. COMPRESSIBLE

INSUL. INSULATION or INSULATED

CONC. CONCRETE

INT. INTERIOR

CONST. CONSTRUCTION

CORR. CORRIDORCPT. CARPETC.R./CLRM. CLASSROOMC.U.H. CABINET UNIT HEATERC.W. COLD WATERC.Y. CUBIC YARD

D. DRYERD.A. DETAIL (ARCHITECTURAL)DET./DTL. DETAILD.F. DRINKING FOUNTAIN

DIA. DIAMETERDIM. DIMENSIONDN. DOWND.S. DOWN SPOUTD.W. DRYWALL or DISHWASHERDWG. DRAWING

EA. EACHEEWS EMERGENCY EYE WASH STATIONE.F. EXHAUST FAN

E.J. EXPANSION JOINTELEC. ELECTRICALEL. ELEVATION (GRADE, FLOOR, or ROOF)ELEV. ELEVATION (DRAWING)EQ. EQUALE.W. EACH WAYE.W.C. ELECTRIC WATER COOLEREXIST./Ex. EXISTINGEXP. EXPANSIONEXT. EXTERIOR

CONT. CONTINUOUS

B.L. BORROW LIGHT

F.R. FIRE RATED

CONTR. CONTRACTOR

A.D.A. AMERICANS with DISABILITIES ACT

F.E.B.C. FIRE EXTINGUISHER / BLANKET CABINET

C.G. CORNER GUARD

DHO DOOR HOLD-OPEN

E.I. F.S. EXTERIOR INSULATION & FINISH SYSTEM

HS HOOK STRIP

C.F.M.F. COLD FORMED METAL FRAMING

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.04

AC

NO. or # NUMBERN.T.S. NOT TO SCALE

O.A. OUTSIDE AIRO/A OVER ALLO.C. ON CENTER

(CONTINUED)ABBREVIATIONSNOTE: ABBREVIATIONS MAY BE USED WITH OR WITHOUT PERIODS AND APOSTROPHES

O.D. OUTSIDE DIAMETER

TERR. TERRAZZO

O.H. OVERHEAD

T.M. TOP OF MASONRY

OPNG. OPENING

T.O.B. TOP OF BEAM

OPP. OPPOSITE

T.S. TOP OF STEEL or TUBE STEEL

TYP. TYPICAL

PL. PLATE

T & B TOP & BOTTOM

PLAS. PLASTIC

PLYWD. PLYWOOD

U.N.O. UNLESS NOTED OTHERWISE

or P.W.PREFAB. PREFABRICATED

VCT VINYL COMPOSITION (FLOOR) TILE

PROJ. PROJECT

VERT. VERTICALVEST. VESTIBULE

R. RADIUS

V.P. VENT PIPE

R.A. RETURN AIR

V.T.R. VENT THROUGH ROOF

R.D. ROOF DRAIN

VWC VINYL WALL COVERING

RE: REFER TOREINF.

REINFORCEMENT or REINFORCED

W/ WITH

RESIL. RESILIENT

W/O WITHOUT

RET. RETAINING

W.C. WATER CLOSETW.C.G. WALL CORNER GUARD

RM. ROOMR.O. ROUGH OPENING

WD. WOOD

R.T.U. ROOF TOP UNIT

WDW. WINDOWWF WIDE FLANGE STEEL BEAM

S.A. SUPPLY AIR

W.H. WATER HEATERW.M. WASHING MACHINE

SAN. SANITARY (SEWER)

WSCT. WAINSCOT

S.C. SOLID CORE

WWF WELDED WIRE FABRIC

SCHED. SCHEDULES.D. SUPPLEMENTARY DRAWINGS.F. SQUARE FEETSGFT STRUCTURAL GLAZED FACING TILE

S.I. SQUARE INCHSIM. SIMILARSPECS SPECIFICATIONS

ST. STORM (SEWER)

STOR. STORAGESTRUCT. STRUCTURAL

T-BAR TERMINATION BART.B. TACK BOARDT.B.# TEST BORE NUMBERT.C. TOP OF CONCRETE

S.S. STAINLESS STEEL

REV. REVISION or REVISED

TEMP. TEMPERED

W.C.O. WALL CLEAN-OUT

STL. STEEL

SSEW SAFETY SHOWER & EYEWASH STATION

SHWR SHOWER

REQ'D REQUIRED

PLUMB. PLUMBING

PERP. PERPENDICULAR

O.F.D. OVERFLOW DRAIN

T.S. TRANSITION STRIP (ON FLOOR PLANS)

R.D.C. REMOTE DISTRIBUTION CLOSET

JAN. JANITOR

L STEEL ANGLELAM. LAMINATE or LAMINATEDLAV. LAVATORYL.P. LOW POINT

MAS. MASONRYMAT'L MATERIALMAX. MAXIMUMM.B. MARKER BOARD

MEMB. MEMBRANEMECH. MECHANICALM.H. MANHOLE

MIN. MINIMUMMFR, MNFR MANUFACTURERM.O. MASONRY OPENING

MTL. METAL

N.I.C. NOT IN CONTRACT

M.E.P. MECHANICAL, ELECTRICAL & PLUMBING

MS MOP SINK

MH MOP HOOKS (IN JAN. CLOSET)

S.S.M. SOLID SURFACE MATERIAL

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.05

AC

REFERENCE SYMBOLS

1DRAWING or DETAIL REFERENCE SYMBOL

1A-4

110.02

= DRAWING or DETAIL NUMBERA-4 = SHEET NUMBER ON WHICH DRAWING/DETAIL APPEARS

DETAIL REFERENCE SYMBOL1 = DRAWING or DETAIL NUMBER10.02 = DETAIL (DA) SHEET ON WHICH DRAWING/DETAIL APPEARS

110.02

1A-4

INDICATION OF DRAWING & SHEET NUMBER IN NOTES, SCHEDULES & SPECIFICATIONS1/10.021/A-4

DOOR REFERENCE SYMBOL4 = NUMBER USED IN DOOR SCHEDULE IN DETAIL (DA) SHEETS

4

BORROW LIGHT REFERENCE SYMBOL001 = NUMBER USED IN BORROW LIGHT SCHEDULE IN DETAIL (DA) SHEETS

BL-001

WALL TYPE REFERENCE SYMBOLS1 = WALL TYPE AS SHOWN IN DETAIL (DA) SHEETS

S1

A WINDOW TYPE REFERENCE SYMBOLA = WINDOW TYPE AS SHOWN IN DETAIL (DA) SHEETS

SPECIAL STONE SHAPE REFERENCE SYMBOLA = SHAPE TYPE USED IN SCHEDULE IN DETAIL (DA) SHEETS

A

DRAWING TITLE REFERENCE SYMBOL1 = DRAWING NUMBERA-410.02

= SHEET NUMBER ON WHICH DRAWING/DETAIL APPEARS= DETAIL (DA) SHEET ON WHICH DRAWING/DETAIL APPEARS

1

10.02

1

A-4

ROOM REFERENCE SYMBOLVESTIBULE = ROOM NAME1011

= ROOM NUMBER= FLOOR NUMBER

01 = SPACE NUMBER (MAY BE 3 DIGITS or SIMILAR VARIATION)

VESTIBULE101

NEW SPOT ELEVATION SYMBOL

EXISTING SPOT ELEVATION SYMBOL

1 A COLUMN LINE REFERENCE SYMBOLCOLUMN LINE, BEAM LINE or CENTER OF WALL

1 KEYED NOTE - DEMOLITION WORK

KEYED NOTE - NEW WORK1(RENOVATION, ADDITION, NEW BUILDING)

100'-0"

100'-0"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.06

AC

REFERENCE SYMBOLS - SITE WORKBENCH MARK ELEVATION (IN FEET)B.M.-100'-0"

T.B. #1 TEST BORING NUMBER

F100

'-0"

E100

'-0"

F100

'-0"

E100

'-0" F100'-0"

E100'-0"= NEW FINISH GRADE SPOT ELEVATION= EXISTING SPOT ELEVATION

EXISTING CONTOUR TO REMAIN

EXISTING CONTOUR TO CHANGE

NEW CONTOUR

M.H. MANHOLE

U.P. UTILITY POLE

LIGHT POLEL.P.

EXISTING TREE & DESCRIPTION

W W WATER MAIN

OT OT OVERHEAD TELEPHONE LINE

UT UT UNDERGROUND TELEPHONE LINE

OE OE OVERHEAD ELECTRIC LINE

UE UE UNDERGROUND ELECTRIC LINE

G G GAS LINE

SAN SAN SANITARY SEWER

ST ST STORM SEWER

SWALE

X X X X FENCE

PROPERTY LINE

CENTER LINE or COLUMN LINE

NEW TREE & TYPE (PER SCHEDULE)

12" dia. OAK

A

ITEMS BELOW ARE NEW UNLESS NOTED AS "EXISTING", "EXIST." OR "EX."

100

100

100

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.07

AC

MATERIAL INDICATIONS (IN SECTION)

C.M.U.STONEFACE BRICK STRUCT. CLAY CONCRETEFACING TILE BRICK

EARTH GRAVEL SAND FILL CONCRETE

BATT TAPERED RIGID GLASS STEEL

(CRUSHED ROCK)or BACKFILL

INSULATION INSULATION INSULATION

INTERMITTENTBLOCKING

CONTINUOUSBLOCKING

or SHIM or SHIM

FINISH WOODPLYWOOD DRYWALL or

PLASTER ACOUSTIC TILEor COMPRESSIBLE

FILLER

CAULKINGCARPET

GYP. SHEATHING

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.08

AC

MAX

.4'

-0"

TYPICAL MOUNTING HEIGHTS (NON-A.D.A.)

MIN

. K-3

CL ORIFICE

GRADES 4-6GRADES K-3

4'-0

"M

AX.

1'-3

"

MENWOMENCHILDREN K-6

6'-7" 5'-10" 4'-4"

4'-0"3'-8"

OTHERCHILDREN K-6

2'-8

"

4'-0

"

6'-1

"

5'-5

"

TO B

OTT

OM

OF

GLAS

S

4'-0

"M

AX.

ELEC. OUTLET

MNF'RBY EWC

LOCATEDAS REQ'D

PROVIDE

1'-3

"

1'-3

"

NOTE :

TOWEL SLOTTOP OFC'LINE

OF TOWELSLOT

GRADES 7-8GRADES 9-12 3'-6"

3'-0"2'-8"2'-4"

GRADES K-3GRADES 4-6GRADES 7-12OTHER

2'-3"2'-6"2'-10"2'-10"

2'-9" MAX.GRADES K-3ALL OTHER 3'-4" MAX.

6'-2

"M

IN. O

THER

TO TOPMOST KNOBOR SLOT TO TOP OF

CONTROL KNOB 3'-6"OTHER (NON H/C)

1'-7

"

THRU-PARTITIONDISPENSER WHEREAPPLICABLE

3'-0"

OTHER (NON H/C) 2'-0"GRADES 9-12GRADES 7-8

GRADES K-3GRADES 4-6

1'-5"1'-8"2'-0"2'-0"

NOTES:

ACTUAL SIZE & CONFIGURATION OF UNITS SHALL BE VERIFIED IN THE SPECIFICATIONS. ALLCONFLICTS OR AMBIGUITIES SHALL BE REFERRED TO THE ARCHITECT.

THESE HEIGHTS APPLY WHEN HEIGHTS ARE NOT NOTED ON SPECIFIC DETAILS.

SEE DA 1.11 FOR A.D.A. (H/C) MOUNTING HEIGHTS.

SEE PLUMBING SPEC. FOR POSSIBLE VARIATIONS INHEIGHTS OF SPECIFIED FIXTURES FOR YOUNG CHILDREN.

MIRROR MULTI-PURPOSE UNIT PAPER TOWEL DISPENSER& WASTE DISPOSAL

PAPER TOWELDISPENSER

NAPKINDISPOSAL

(PH) PAPERHOLDER

(E.W.C.) ELECTRICWATER COOLER

LAVATORYELECTRIC HAIR DRYERELECTRIC HAND DRYERFEMININE NAPKINVENDOR

FLUSH VALVE TOILET WALL HUNG TOILET TANK TYPE TOILET WALL URINAL

SOAPDISPENSER

MAX

.4'

-0"

DISPENSER CONTROL

NOTE: PROVIDE BLOCKING AS REQUIRED FOR ALL WALL MOUNTEDITEMS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.09

AC

BUMPER RAIL

7 1/

2"9"

CL CL

MAX

.

MIN

.

4'-6

"2'

-11"

5'-0

"

DOOR

CL

CL

CL

CL

DOORELEVATOR

2'-5

"

5"3'-6

"

6'-0

"5'

-0"

1'-3

"M

IN. T

O B

OTT

OM

4'-0

"M

AX.

MIN

.1'

-3"

MAX

.4'

-0" M

AX.

4'-0

"

REQ'D.UNIT IFSHELF

SHELF

ROD

SHELF

HOOKS

ACTUAL SIZE & CONFIGURATIONOF UNITS SHALL BE VERIFIEDIN THE SPECIFICATIONS

NOTE :

=3'-6"HIGH COUNTER=3'-0"=2'-9"=2'-4"

GRADES 4-12GRADES 1-3K'GARDEN

=5'-10"=6'-2"=6'-6"

GRADES 1-3GRADES 4-12

K'GARDEN

SEE SCHEDULEMARKERBOARD-TACKBOARD, OR

=2'-6"=2'-2"=1'-10"

GRADES 4-6GRADES 1-3K'GARDEN

DRIV

E UP

4'-6

" W/ S

IDE

ACCE

SS

2'-6

"

K'GARDENGRADES 1-3GRADES 4-6

= 3'-4"= 3'-8"= 4'-0"

4'-0

"4"

3'-0

"

2'-1

0"

5" M

AX.

OTHER =3'-0"

4'-0

" W/ F

RONT

ACC

ESS

ONL

Y4";

4'-0

"M

AX. T

O H

ANDL

E

TYPICAL MOUNTING HEIGHTS (NON-A.D.A.)

GRADES 7-8 = 4'-6"GRADES 9-12 = 5'-0"OTHER = 5'-0"

=3'-0"GRADES 7-12

6" ABOVE TOP OFBACKSPLASH

4'-0

" MAX

.

K'GARDENGRADES 1-3GRADES 4-6GRADES 7-8

= 3'-4"= 3'-8"= 4'-0"= 4'-6"

GRADES 9-12OTHER

= 5'-0"= 5'-0"

5"±

COAT HOOKS HANGING ROD & SHELF TELEPHONE BUMPER RAIL

TACKBOARD, MARKERBOARD MAP RAIL, TACKSTRIP WORK COUNTER ELECT.SWITCH

ELECT. OUTLETABOVE COUNTER

ELECT.OUTLET

HIGHEST OPERABLE PART

IDENTICATIONDEVICE

DOOR REOPENING DEVICELOCATIONS

IDENTICATION DEVICE (INACTIVESIDE OF DOUBLE DOORS)

LATCHSIDE

VENDING MACHINE CUP HOLDER/ DISPENSER ELEVATOR DOORWAY CONTROL PANEL ROOM SIGNAGE

WALL CORNER GUARD EMERGENCY EYE WASH STATION FIRE ALARM PULL STATION FIRE EXT. ON BRACKET


6'-4

"

DEDICATION PLAQUE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.10

AC

AutoCAD SHX Text

S

AutoCAD SHX Text

B

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

4

AutoCAD SHX Text

3

AutoCAD SHX Text

6

AutoCAD SHX Text

5

AutoCAD SHX Text

104

AutoCAD SHX Text

S

1'-6"

MAX.

CL

MAX

.3'

-8"

TOP OF SEAT

GRAB BAR

1'-6

" 3'-0

"

CL

2'-3

"M

IN.

2'-5

"2'

-10"

6"9"

1'-6"

MAX

.

MIN

.

8"

MIN

.

1'-5

"M

AX.

CL

3'-8

"M

AX.

3'-2

"4'

-0"M

IN.

MAX

.M

IN

1'-6"

2'-3

"

MIN.

ORIFICE

4'-O

"

3'-0

"

1'-6"

TYP.

9"M

IN.

TO B

OTT

OM

6'-2

"M

IN.

3'-4

"

OF

GLAS

S

4'-0

"M

AX.

TOP OFTOWEL SLOT

4'-0

"M

AX.

2'-8

"

OF

GLAS

STO

BO

TTO

M

MIN

. 6'

-4"

3'-4

"

CL

1'-6"

BACKSPLASH

3'-8

"

CL

THRU-PARTITION DISPENSER WHEREAPPLICABLE

DISPENSER SHALL BE MOUNTED BELOWGRAB BARS

A.D.A. (H/C) MOUNTING HEIGHTS

LEVER - LOCATE ON OPENSIDE OF TOILET

17" - 19" ADULTS15" CHILDREN K-6

3'-0

"

3'-6" MIN.

3'-4

"

3'-4"

1'-6

"

2'-0"

MIRROR TILTED MIRROR PAPER TOWEL DISPENSER& WASTE DISPOSAL

PAPER TOWELDISPENSER

NAPKIN DISPOSAL (PH) PAPER HOLDER

(E.W.C.) ELECTRICWATER COOLER

LAVATORYELECTRIC HAIR/HAND DRYER

FEMININE NAPKINVENDOR

ELECTRICAL OUTLET ABOVEACCESSIBLE COUNTER

H/C GRAB BAR SIDE LOCATIONVERT. & HORIZ.

H/C GRAB BAR BACKLOCATION

SHOWER STALLSEAT SIDE

GRAB BAR BACKSIDE

GRAB BAR CONTROLSIDE

HANDICAPPED WALL URINALTANK TYPE TOILETWALL HUNG FLUSH VALVE TOILETFLOOR MOUNTED FLUSHVALVE TOILET

NOTE: THIS SECTION SAME AS TYPICALMOUNTING HEIGHTS - SEE SHEET DA 1.09

TO TOP OF HIGHESTOPERABLE PART

PROVIDE ELEC. OUTLETLOCATED AS REQ'D BYEWC MNF'R

SHOWERSEAT

FIXED SHOWERHEAD (ROUGH-IN80" A.F.F.)

HAND HELDSHOWER

HEAD

CONTROLAREA



LEVER

12"4'-6" MIN.

MAX.

CL

12"MIN. MIN.

7" MIN.(9" MAX.)

CL

15" M

IN.


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.11

AC

SINGLE WYTHE CONCRETEMASONRY UNITS

HOR. JOINT REINF.

3 5/8" NOM. 4"A4

A6

A8

A12

5 5/8" NOM. 6"

7 5/8" NOM. 8"

11 5/8" NOM. 12"

CFMF STUDS @ 16" O.C.

5/8" DRYWALL TYPE X(CEMENT BOARD IN WET AREAS)

SOUND INSULATIONAT D1, D2, D3 & D7

CERAMIC WALL TILE WHERESHOWN ON ROOM MATERIALSCHEDULE

D6

D5

D4

7 1/4"

4 7/8"

3 3/4"

6" STUDS

3 5/8" STUDS (NOM. 5")

2 1/2" STUDS

D3

D1

D2

NO SOUND INSUL. AT D4, D5, D6 & D8SEALED AGAINST STRUCTURE ABOVE FOR 1-HOUR FIRE RATING, SOUNDRATING OR APPEARANCE WHERE SHOWN ON REFLECTED CEILING PLAN.FIRE RATING PER UL DESIGN U465

SEALED AGAINST STRUCTURE ABOVE FOR FIRE RATING,SOUND RATING OR APPEARANCE WHERE SHOWN ONREFLECTED CEILING PLAN.FIRE RATING PER UL DESIGN U905

D89 1/4" 8" STUDS

D7

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.12

AC

CFMF STUDS @ 16" O.C.

5/8" DRYWALL TYPE X(CEMENT BOARDIN WET AREAS)

CERAMIC WALL TILE WHERESHOWN ON ROOM MATERIALSCHEDULE

OTHER WALL TYPE WHEREPRESENT (SEE PLAN)

BATT INSULATION

4 1/4"

3 1/8"

3 5/8" STUDS

2 1/2" STUDS

J3

J1

J2

6" STUDS6 5/8"

J48" STUDS8 5/8"

P1

SEISMIC DESIGN CATEGORY CPROVIDE VENEER WIRE AND SEISMIC VENEERCLIPS. SEE SPECIFICATIONS

1'-458"

334" 21

8"112"

AIR & VAPOR BARRIER ONEXTERIOR FACE OF SHEATHING

AIR SPACE

FACE BRICK

BRICK TIES @ 16" X 16" O.C.

112" RIGID INSULATION (R7.5)

58" EXTERIOR GYP. SHEATHING

8" CFMF @ 16" O.C. W/UN-FACED BATT INSULATION

58" DRYWALL TYPE X (CEMENTBOARD @ WET AREAS)

CER. WALL TILE WHERE SHOWNON ROOM MATERIAL SCHEDULE

914"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.13

AC

FACE BRICK

OTHER WALL TYPE(SEE PLAN)

BRICK TIES @16" X 16" O.C.

XQ1

SEE FLOOR PLANS

FACE BRICK ORGROUND FACE C.M.U.

CONCRETE MASONRYUNITS w/ COREINSULATION

HOR. JOINT REINF.

1'-0" 8" C.M.U.R1

1'-4" 8" C.M.U.S1

FACE BRICK

AIR SPACE

CONCRETE MASONRY UNITS W/CORE INSULATION

HORIZONTAL JOINT REINF.

2" RIGID INSULATION (R10)

AIR & VAPOR BARRIER ONEXTERIOR FACE OF C.M.U.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.14

AC

T1

358" 23

8" 1'-2"

PRECAST CONCRETEPANEL

2" RIGID INSULATION (R10)

1'-10"

2"

AIR & VAPOR BARRIERFACE BRICK

VENEER ANCHORS at16" X 16" O.C. (SEESPECS.)

1'-4" 8" C.M.U.U1

FACE BRICK

AIR SPACE

CONCRETE MASONRY UNITS W/CORE INSULATION

HORIZONTAL JOINT REINF.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.15

AC

V11'-5"

12" PRECAST CONCRETE PANEL

FACE BRICK

VENEER ANCHORSat 16" X 16" O.C.(SEE SPECS.)

V21'-8"

W11'-2"


X1

358" 43

8" 1'-2"


1'-10"

FACE BRICK


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.16

AC

Y1

358" 23

8" 1'-2"


2" RIGID INSULATION(R10)

2'-314"

2"

AIR & VAPORBARRIER

FACE BRICK


1" 414"

358" CFMF STUDS @ 16" O.C.


SOUND BATT INSULATION

1" EXPANSION JOINT

Z1

1'-2"


1'-714"

1" 414"

358" CFMF STUDS @ 16" O.C.


SOUND BATT INSULATION

1" EXPANSION JOINT

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.17

AC

1.20

1 1/2" = 1'-0" 1 C.M.U. WALL TERMINATION(PARALLEL TO STRUCTURE)

3/8" (TYP.)CAULK & BACKER ROD(TYP. EACH SIDE)

CORNER BEAD (TYP.)

ROOF SYSTEM,SEE SPECS &

ROOF PLAN

RIGID INSUL.

METAL DECK

FIRESAFING INSUL. ATVOIDS IN DECK (TYP.)

FIRE SEALANT(TYP. EACH SIDE)

1/2"

2 1/2" CFMF STUDSat 16"o.c. (TYP.)

2 LAYERS OF TYPE"X" 5/8" GYP. BOARD

(or 1 LAYER FOR1-HOUR RATING)

SEE STRUCT. DRAWINGSFOR STRUCTURAL BRACING

BOND BEAM &RIENF., REFER TOSTRUCT. DWGS.

MASONRY BLOCK WALL, SEEFLOOR PLAN FOR WALL TYPES

NOTE:SEAL WALL PENETRATIONS WITH FIRERESISTANT MATERIALS (SEE SPECS).CONFORM TO FIRE RATING OF WALL TYPE.

STEEL JOISTS or BEAMS,SEE STRUCT. DWGS.

CUT MASONRY BLOCK AS REQUIREDFOR PROPER CLEARANCE (TYPICAL)SEE STRUCTURAL FOR CLEARANCE

SEE STRUCT. DWGS.FOR TOP OF WALL

BRACING REQUIREMENTS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.20

AC

1.21


3/8"(TYP.)

1 1/

2"(C

LEAR

)

CAULK & BACKER ROD(TYP. EACH SIDE)

CORNER BEAD (TYP.)


ROOF PLAN

RIGID INSUL.

METAL DECK



1/2"

STEEL JOISTSor BEAMS, SEESTRUCT. DWGS.

2 1/2" CFMF STUDSat 16"o.c. (TYP.)

2 LAYERS OF TYPE"X" 5/8" GYP. BOARD

(or 1 LAYER FOR1-HOUR RATING)


SEE STRUCT. DWGS.FOR TOP OF WALL

BRACING PIECES

CUT MASONRY BLOCK AS REQUIREDFOR PROPER CLEARANCE (TYPICAL)

BOND BEAM &RIENF., REFER TOSTRUCT. DWGS. MASONRY BLOCK WALL, SEE

FLOOR PLAN FOR WALL TYPES

NOTE:SEAL WALL PENETRATIONS WITHFIRE RESISTANT MATERIALS (SEESPECS). CONFORM TO FIRE RATINGOF WALL TYPE.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.21

AC

1.22

1 1/2" = 1'-0" 1 C.M.U. WALL TERMINATION(LOAD BEARING MASONRY WALL)


ROOF PLAN

RIGID INSUL.

METAL DECK

FILL VOIDS W/ FIRESAFINGINSUL. ABOVE TOP OFMASONRY WALL

STEEL JOISTS, SEESTRUCT. DRAWINGS

MASONRY BLOCK WALL, SEEFLOOR PLAN FOR WALL TYPES


SEE STRUCT. DRAWINGS FOR BEARINGPLATE & BOND BEAM INFORMATION

FIRE SEALANT(TYP. EACH SIDE)UL # HW-D-0059

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.22

AC

1.23



ROOF PLAN

RIGID INSUL.

METAL DECK





SEE STRUCT. DWGS.FOR BRACING PIECES




1 1/

2"CL

EAR

CUT MASONRY BLOCKAS REQUIRED FOR

PROPER CLEARANCEAT METAL DECK

MAINTAIN 1 1/2" CLEAR at HORIZ.AND DIAGONAL BRACING IN MASONRYWALL TO PROVIDE FOR DEFLECTIONOF BRACING. FIRE SEAL OPENINGS.

FORM SLOT IN WALL FORBRACING CLEARANCE, SEAL WITHFIRE RESISTANT MATERIALSAS ABOVE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.23

AC

1.24

1 1/2" = 1'-0" 1 C.M.U. WALL TERMINATION(PERPENDICULAR TO STRUCTURE)


ROOF PLAN

RIGID INSUL.

METAL DECK






1 1/

2"CL

EAR

CUT MASONRY BLOCKAS REQUIRED FOR

PROPER CLEARANCEAT METAL DECK

MAINTAIN 1 1/2" CLEAR at STRUCT.MEMBERS IN MASONRY WALL TOPROVIDE FOR DEFLECTION OFSTRUCTURE. FIRE SEAL OPENINGS.

1 1/

2"CL

EAR

SEE STRUCT. DWGS.FOR BRACING PIECES

FILL VOIDS W/ FIRESAFINGINSUL. ABOVE TOP OFMASONRY WALL

FORM SLOT IN WALL FORJOIST CLEARANCE, SEAL WITHFIRE RESISTANT MATERIALSAS ABOVE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.24

AC

1.26

1 1/2"= 1'-0" 1 WALL DETAIL@ GENERATOR ENCLOSURE

BAR GRATE:10"H x 8"W OPENINGWELD IN PLACE

PROVIDE FRAMED OPENINGIN PRE-CAST PANEL

PRE-CAST PANEL, SEESTRUCTURAL

ELEV. 100'-0"

FACE BRICK

THRU-WALL FLASHING W/WEEPS, SEE DA: 4.10(SIM.)

STEEL ANGLE LINTEL,SEE STRUCT.

BACKER ROD ANDSEALANT BEYOND

2"

1 2"

FINISH GRADE,SEE CIVIL

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.26

AC

COLUMN MATRIXLINES AGRID

2

3

4

6

8

B C D F G H J MLEVELBUILDING

FIRST

FIRST

FIRST

FIRST

FIRST

FIRST

FIRST

3.4

5

7

9

10

12

FIRST

FIRST

FIRST

11

13

15

16

FIRST

SECOND

FIRST

SECOND

15

16

L

FIRST

FIRST

FIRST 1/1.34

1/1.34

1/1.34

2/1.34

2/1.34

1/1.35

2/1.33 2/1.33MIRROR

2/1.33MIRROR

1/1.37

1/1.38

2/1.39

EXPOSED/PAINTED

K

1/1.40

1/1.41

1/1.43

2/1.451/1.46

1/1.47

1/1.48

1/1.48

2/1.48

1/1.49

2/1.49

1/1.50

1/1.51

2/1.50

2/1.50

1/1.56

2/1.56

1/1.57

1/1.58

1/1.59

1/1.61

1/1.60

1/1.62

1/1.63

1/1.64

1/1.65

1/1.66

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.30A

AC

COLUMN MATRIXLINESGRID

LEVELBUILDING

17 FIRST

18

19 FIRST

SECOND19

FIRST

A B C D F G H J ML

2/1.31

1/1.31

1/1.32 1/1.32MIRROR

1/1.33 1/1.33MIRROR

1/1.34

1/1.34 1/1.34

2/1.34OPPOSITE

2/1.34OPPOSITE

1/1.35OPPOSITE

1/1.36

K

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.30B

AC

COLUMN MATRIXLINESGRID N P Q S TLEVEL

BUILDINGLINES U

2

3

4

6

8

FIRST

FIRST

FIRST

FIRST

FIRST

FIRST

FIRST

3.4

5

7

9

10

12

FIRST

FIRST

FIRST

11

13

15

16

FIRST

SECOND

FIRST

SECOND

15

16

FIRST

FIRST

FIRST

1/1.39

1/1.39

2/1.35

2/1.35

2/1.35OPPOSITE

2/1.35OPPOSITE

1/1.41MIRROR 1/1.42

1/1.42

1/1.441/1.45

1/1.52

1/1.53

1/1.53

1/1.53

1/1.54

1/1.55

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.30C

AC

COLUMN MATRIXLINESGRID

LEVELBUILDING

LINES

17 FIRST

18

19 FIRST

SECOND19

FIRST

N P Q S T U

2/1.31MIRROR

2/1.31MIRROR

X25 FIRST 2/1.38 2/1.38MIRROR

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.30D

AC

1.31

1" = 1'-0" 2 COLUMN DETAIL

F

19

1'-0

"

1'-0"1

'-45

8"

P1

1'-0

"45

8"

STEEL COLUMN,SEE STRUCT.

MASONRY TIES @16" O.C. (TYP.)

SUPPORT EDGE OF GYP.SHEATHING WITH CONT. 2 12"CFMF ANCHORED TO COLUMN

FILL w/ BATTINSULATION

FACE BRICK

1'-0" 4"

1'-4"

S1

1.31


F

191

'-0"

1'-0"

1'-4

58"

P1

1'-0

"4

58"





FACE BRICK

1'-0" 458"

1'-458"

P1

METAL EDGE& CAULK

GROUT SOLID

COLUMN TIE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.31

AC

J

19

A8

1'-8"

1'-0

"

1'-0

"4

58"

1'-0"

A8

P1

4'-8

"

3'-1

0"

1.32


BULL-NOSE

S1

ALUMINUM STOREFRONT,SEE SPECS & DIV. 8 DETAILS




METAL DRYWALLEDGE & CAULK


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.32

AC

J

19

1'-8"

1'-0

"

1'-0

"

1'-0"

P1

1'-4

"

BULL-NOSE

A8

ALUMINUM STOREFRONT,SEE SPECS & DIV. 8DETAILS



METAL DRYWALLEDGE & CAULK


1'-4

58"


S1

BOND BREAK w/COMPRESSIBLE FILLER

1.33


J

16

A8

A8

1'-0

"1

'-0"

1'-0"


BULL-NOSE,TYP.

2'-0

"


A8

3'-4"

1.33


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.33

AC

1.34


1.34


FACE BRICK, TYP.

AIR SPACE

STEEL COLUMN,SEE STRUCTURAL

COLUMN TIES @16" o.c., TYP.

1'-0

"1

'-0"

2'-0

"

1'-0" 1'-0"

2'-0"

THRU WALL FLASHING w/WEEPS AT BASE OFCOLUMN ENCLOSURE

FACE BRICK, TYP.

AIR SPACE



1'-0

"1

'-0"

2'-0

"

1'-0" 1'-0"

2'-0"

THRU WALL FLASHING w/WEEPS AT BASE OFCOLUMN ENCLOSURE ALUMINUM STOREFRONT

FRAME, SEE SPECS.

COMPRESSIBLE FILLER/BOND BREAK

RIGID INSULATION

INTERIOR

EXTERIOR

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.34

AC

1.35


FACE BRICK, TYP.

AIR SPACE



1'-0

"1

'-0"

2'-0

"

1'-0" 1'-0"

2'-0"

THRU WALL FLASHING w/WEEPS AT BASE OFCOLUMN ENCLOSURE

ALUMINUM STOREFRONTFRAME, SEE SPECS.


RIGID INSULATION

EXTERIOR

INTERIOR INTERIOR

1.35


GROUT SOLID16


1'-0

"4

"

S

1'-4

"

BACKER ROD& CAULK

S1

STL. COLUMN,SEE STRUCT.

A8

8"

BULL NOSE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.35

AC

1.36




18

D

1'-2" 1'-4"

1'-4"2'-0"

1'-0

"1

'-0"

BOND BREAK w/COMPRESSIBLE FILLER

CLOSE AIR SPACE w/RIGID INSULATION

ALUMINUMSTOREFRONT FRAME

FACE BRICK

S1

F

1'-0" 4"

10" 1'-2"

8" CMU

FACE BRICK

AIR SPACE

AIR & VAPORBARRIER

112" RIGID

INSULATION

58" GYP.SHEATHING

BATTINSULATION

6" CFMF @16" O.C.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.36

AC

15

FE

14

1'-8

"

1'-0"

3'-4"

4"

8"

1'-8

"8

"1

'-2"

W1X1

A6

R1

R1



GROUT SOLID BACKER ROD &CAULK38" COMPRESSIBLEFILLER

1.37


EXPANSION JOINTCOVER, EJ-C2.SEE DA: 5.03

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.37

AC

16

F

1.38


1'-4

"

1'-0" 2'-4"

3'-4"

1'-0

"

1'-0" 4"

1'-4"

1'-0

"

6"

A8

A6

U1MASONRY TIES @16" O.C. (TYP.)


GROUT SOLID

FACE BRICK

BACKER ROD &CAULK38" COMPRESSIBLEFILLER

BULL NOSE

X25

T

8"

1'-4"

714" 83

4"

1.38


A8

A8

EXISTING

EXISTING


METAL DRYWALLEDGE AND CAULK

METAL CORNERBEAD (TYP.)

58" DRYWALL ON 35

8" CFMF

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.38

AC

16

F

1'-0" 458"

P1

1.39


1'-458"



FACE BRICK


16

1'-4"

4" 1'-0"

1'-4

"

Q

1'-0

"4

"

S1S1



1.39


1'-0

"

1'-0"

GROUTSOLID BULL NOSE

BULL NOSE

BACKER ROD &CAULK

38" COMPRESSIBLEFILLER

A8

A61'-0

"

6"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.39

AC

K

13

14

1.40


A8 A6

W1

4"758" 1'-0"

10

"8

"1

'-2"

1'-6

"

2" E

J

1'-4"


BULL NOSEBACKER ROD &CAULK

38" COMPRESSIBLEFILLER


FIRE RATED EXPANSIONJOINT, EJ-G.SEE DA: 5.04

EXPANSION JOINTCOVER, EJ-F.SEE DA: 5.04

TORNADO SHELTERRATED DOOR FRAME

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.40

AC

15

H

14

W1

A8

A6

8"

1'-2

"

1'-1

0"

6"

2" E

J

2'-2

"

1'-8

"

1'-8

"

2'-4" 1'-0"

3'-4"




BULL NOSE

1.41


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.41

AC

Q

15

P R

13

14

4"

1'-0

"

1'-4

"

8" 1'-2" 8"

1'-10"1

'-10

"8

"1

'-8"

DISPLAY CASE,SEE DA: 6.33-6.34

BULL NOSE


EXPOSED STL. COLUMN,SEE STRUCT.(PAINT FIN. 14)

EXPANSION JOINT,EJ-K. SEE DA: 5.052"

23

8" E

J

1.42


3'-4"

1'-0"2'-4"A8

W1

A6

S1

T1

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.42

AC


J

16




J2

A8

A8

1'-0"758"2'-4"

3'-4"

1'-0

"1

'-0"

2'-0

"8

"

1.43



MECHANICALPIPING ANDDUCTWORK, SEEMECH. DRAWINGS

4'-0

"

HOLLOW METALDOOR FRAME, SEEDIV. 8 DETAILS

BULL NOSE

1'-0"

GROUT SOLID

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.43

AC

R

Q

15

R

14

4"

1'-0

"

1'-4

"

1'-2" 8"

1'-10"

1'-2

"8

"1

'-0"

BULL NOSE


EXPANSION JOINT,EJ-K. SEE DA: 5.052"

23

8" E

J

1.44


2'-0"

1'-0"1'-0"

A8

W1

A6

S1

T1

8"


GROUT SOLID

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.44

AC

N

H

15

14

15

14

2"

1'-8

"

1'-0

"

23

8" E

J1

'-0"

55

8"

1'-0" 1'-0"

2'-0"

1.45


1.45


W1

A8



GROUT SOLID

A6

BULL NOSE


61 4"

1'-0

"

1'-1"

858" 43

8" 758"


W1

A8J2

METAL DRYWALLEDGE AND CAULKMETAL CORNER

BEAD (TYP.)



BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.45

AC

15

E

14

F

T1

P1

W1

J2

1'-0" 458"

1'-458"

6"

2" E

J

61 4"

13

4"

STL. COLUMN,SEE STRUCT.FILL w/ BATTINSULATION

EXPANSION JOINTCOVER, EJ-K.SEE DA: 5.05

1.46


8" 1'-2"

1'-10"

1'-2

"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.46

AC

11

D E

1'-2"8"2" EJ2'-0"

1'-0" 1'-0"

1'-8

"

8"

1'-0

"1

'-0"

2'-0

"

1'-0" 1'-0"

2" EJ

1'-10"

EXPANSION JOINTCOVER, EJ-K.SEE DA: 5.05

TORNADOSHELTER RATEDDOOR FRAME

T1

X1

CLOSE CAVITY w/RIGID INSULATION


FACE BRICK, TYP.

AIR SPACE


RIGID INSULATION

ALUMINUM STOREFRONTFRAME, SEE SPECS.


S1 SIM

1.47


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.47

AC

M

4

1'-0"

45

8"

45

8"

D7

1.48



A8


METAL EDGE & CAULKAT WALL INTERSECTION

FILL w/ SOUNDINSULATION

M

5

A8

A8A8

1'-0

"1

'-0"

1'-0" 1'-8"MASONRY TIES @16" O.C. (TYP.)

BULL-NOSE,TYP.

2'-0

"


BACKER ROD& CAULK

COMPRESSIBLEFILLER

A8

2'-0"

1.48


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.48

AC

M

10

1'-8"

EQ

A8

A6

1.49



BACKER ROD & CAULK

BULL NOSE


COMPRESSIBLEFILLER

A8

2'-0"

6"

EQ6

"

M

7

2'-0"758"

1'-8"

4"

358"

6"

2'-8"

A8

A8

A8A6

GROUT SOLID


BULL NOSECORNER, TYP.


A6

1.49


BULL NOSE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.49

AC

J

5

J2

A8

958"



1'-0"

M

3

A6

A8

11

"

2'-4"


BULL-NOSE,TYP.

STEEL COLUMN,SEE STRUCT.A8

3'-6"

1'-1

"

A8

1.50


1'-958"

1.50


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.50

AC

2

L

1

8" 7"

1'-3" 5"

1'-8"

8"

1'-2

"

2" E

J

6"

10

"

1'-1

0"

T1

W1

A8

A8

A6


12" BACKER ROD& CAULK


FIRE RATEDEXPANSION JOINT,EJ-G. SEE DA: 5.04



BULL-NOSE,TYP. COMPRESSIBLE

FILLER

BACKER ROD & CAULK

1.51


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.51

AC

P

3

R

Y1

T1

W1

A8

J2

J1

1'-2" 8"2" EJ

1'-10"514"

2'-314"

1" EJ

2'-3

"

8"

1'-1

"

+/-

1'-0

1 8"

8"

TORNADOSHELTER RATEDDOOR FRAME12" BACKER ROD& CAULKFIRE RATED

EXPANSION JOINT,EJ-G. SEE DA: 5.04


COLUMN TIES @16" O.C. (TYP.)



1.52


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.52

AC

P R

4

Y1

D7

8"1'-2"

1" EJ

414"

2'-314"

45

8"

45

8"91 4

"

1.53




FILL w/ SOUNDBATT INSULATION J2

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.53

AC

7

P R

8"1'-2"

1" EJ

414"

2'-314"

Y1

T1A6

J2

A8

A6

EQEQ

1'-10"7"

1" EJ

8"

1'-0"

1.54




FILL w/ SOUNDBATT INSULATION

GROUT SOLID



BACKER ROD &CAULK (TYP.)

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.54

AC

10

8"1'-2"

1" EJ @ FLOOR 1'-10"

T1

A6

A8

A6

EQEQ

1'-10"7"

1" EJ

8"

1'-358"

P R

2" EJSTEEL COLUMN,SEE STRUCT.

GROUT SOLID



BACKER ROD &CAULK (TYP.)


EXPANSION JOINT,EJ-F. SEE DA: 5.04

1.55


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.55

AC

1'-4"

2'-4"

1'-0"

1'-4

"

10"



BULL-NOSE

METAL EDGE & CAULKAT WALL INTERSECTION

J2

J

4"

3.4

A8

A8

1.56


4

A8




J21'-1"

81 4"

METAL CORNERBEAD

CORNER GUARD

J

1'-0"

1.56


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.56

AC

8

J

1'-0"

A8



J2

D3

METAL DRYWALLEDGE AND CAULKMETAL

CORNERBEAD

83

4"

1'-1"

1'-0"

71 4"

1.57


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.57

AC

1'-0"

J

6

J2

A8

1'-8

1 2"



33

4"

J3

1'-958"

J3

CERAMIC WALL TILE, SEE TOILETELEVATIONS AND SPECS.

1.58


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.58

AC

2

J

1

8"3'-4"

1'-0"958"

8"

1'-2

"2

" EJ

6"

10

"

1'-1

0"

Y1

W1

A8

A8

A8


12" BACKER ROD& CAULK



BULL-NOSE,TYP.

T1

1'-4

"

3'-0"


1.59


J2

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.59

AC

GE

7

Y1

8" 1'-2"

1" EJ

414"

2'-314"

71 8"

71 8" 1

'-21 4

"




8"

METAL EDGE & CAULK ATWALL INTERSECTION (TYP.)

58" DRYWALL ON 21

2" CFMF

1.60


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.60

AC

5

5.1

GE

Y1

8"

1'-2"

1" EJ

414"

2'-314"

71 8"

71 8" 1

'-21 4

"




8"


58" DRYWALL ON 21

2" CFMF

1.61


T1

T1

8"

1'-2

"1

'-10

"

A8

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.61

AC

GE

4

Y1

8" 1'-2"

1" EJ

414"

2'-314"

71 8"



8" METAL EDGE & CAULK ATWALL INTERSECTION (TYP.)58" DRYWALL ON 21

2" CFMF

1.62


J2

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.62

AC

1.63


GE

3

Y1

8" 1'-2"

1" EJ

414"

2'-314"

71 8"

71 8" 1

'-21 4

"




8"


58" DRYWALL ON 21

2" CFMF

37

8"

ALIGN WINDOW ASSEMBLYw/ FACE OF PRE-CASTPANEL

BACKER ROD AND CAULK,ENTIRE PERIMETER OFFRAME.

TORNADO/STORMSHELTER RATED WINDOWASSEMBLY, SEE SPECS.

12" BACKER ROD AND CAULKWHERE BRICK MEETSPRE-CAST WALLS PANELS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.63

AC

G

2

E

1.9

8" 1'-0"

1'-8"

41 4"

1" E

J

1'-2

"2

"9

78"

8"

8" 1'-2" 514" 23

4"

2'-314"

1'-1

0"

Y1

V2

Z1



58" DRYWALL ON 21

2" CFMF

2" EIFS

1.64


J2

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.64

AC

GE

6

Y1

8" 1'-2"

1" EJ

414"

2'-314"

71 8"

33

4" 1

07

8"




8"METAL EDGE & CAULK ATWALL INTERSECTION (TYP.)

1.65


J3

J2

J1

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.65

AC

G

9

E

8"

1'-6

"

8" 1'-2" 8"

8" 1'-2"

1" EJ

414"

2'-314" 8"

1'-0

"

111 8

"

1.66


Y1

T1

W1

A8

J1

J2



FIRE RATED EXPANSIONJOINT, EJ-G.SEE DA: 5.04

TORNADO SHELTERRATED DOOR FRAME

2" EJ

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.66

AC

SECTIONSCALE: 3/4 " = 1'-0"

4 X 4 POST 3REQUIRED

2X BRACING

GRADE3'

-0"

Xxxx

4"4"

BLACKBORDER

USE HELVETICA MEDIUM FONT FOR ALL LETTERING

COLOR SCHEDULE

SCALE: 3/4 " = 1'-0"ELEVATION

*

*

SHERWIN WILLIAMS COLOR LISTED. USED PROVIDED THE COLOR MATCHES THE OTHER SPECIFIED PAINT MANUFACTURERS MAY BE

BLACKBLACKGREENGREENGREENWHITE

COLOR

SW2123

SW #

OWNER'S NAMEPROJECT TITLE

WORDS "gen. contr."CONTRACTOR'S NAMEWORD "architects"ARCHITECT'S NAMETHREE BARSBACKGROUND

PART

general contractor

architectsHoener Associates, Inc

BLACK

CLASSROOM WING ADDITION FOR

WENTZVILLE R-IV SCHOOL DISTRICT

BLACK

SW2233SW2233SW2233

4'-0

"4'

-0"

4'-0

"

2"4"

4"3"

4"3"

4" 1"

2"2"

4" 1"

2"4"

11"9"

2"

1"

2"

1"

2"3"

8'-0"

FRONTIER MIDDLE SCHOOL

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 1.99

AC

AutoCAD SHX Text

.

6" MIN

.

6"

MIN.

6"

MIN.

4" MIN

.

PAYLINE WIDTH 'W'

SEE TABLE NO. 1

LINE OF ACTUAL EXCAVATION

OUTSIDE OF PIPE BELL

OUTSIDE OF PIPE BARREL

LINE OF ACTUALEXCAVATION

6" MIN. FOR 60" DIA. AND LARGER OREQUIVALENT

DIA.PLANE OF SPRING LINE

FLOW LINE

D/4

SECTION @ REINF. CONC. PIPE BACKFILL@ STANDARD PIPE BEDDING

1

2.04A

3/4" = 1'-0"

PAVEMENT ORGRADE LINE

GENERAL NOTES:

1. ANY TRENCH BRACING USED BELOW THE TOP OF PIPE SHALL BE LEFT IN PLACE.

2. DETAIL APPLICABLE TO PAVEMENT AND LANDSCAPE AREAS.

SATISFACTORY COMPACTED SOIL INFILL@ SOIL AREAS

PLACE MIRAFI 140 N OR SIM.ON TOP OF BEDDING

EXCEPTION: WITHIN 10 FEET OF BUILDING, SUBSTITUTE FLOWABLE FILL FOR CLEAN ROCKBEDDING

[" "CLEAN" COMPACTED CRUSHEDLIMESTONE (ROCK BEDDING)

TOP SOIL OR PAVEMENT

1" MINUS COMPACTED ROCK @ PAVEDAREAS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 2.04A

AC

AutoCAD SHX Text

*

AutoCAD SHX Text

*

6" MIN

.

4"

MIN.

4"

MIN.

4" MIN

.

PAYLINE WIDTH 'W'

SEE TABLE NO. 1

LINE OF ACTUAL EXCAVATION

OUTSIDE OF PIPE BELL

OUTSIDE OF PIPE BARREL

LINE OF ACTUALEXCAVATION

DIA.PLANE OF SPRING LINE

FLOW LINE

D/4

SECTION @ PVC BACKFILL@ STANDARD FLEXIBLE SANITARY SEWER

1

2.04B

3/4" = 1'-0"

PIPE BEDDING - 8" TO 16" DIA.

PAVEMENT ORGRADE LINE

GENERAL NOTES:

1. ANY TRENCH BRACING USED BELOW THE TOP OF PIPE SHALL BE LEFT IN PLACE.

2. DETAIL APPLICABLE TO PAVEMENT AND LANDSCAPE AREAS.

EXCEPTION: WITHIN 10 FEET OF BUILDING, SUBSTITUTE FLOWABLE FILL FOR CLEAN ROCKBEDDING

3/4" "CLEAN" COMPACTED CRUSHEDLIMESTONE (ROCK BEDDING)

SATISFACTORY COMPACTED SOIL INFILL@ SOIL AREAS

TOP SOIL OR PAVEMENT

1" MINUS COMPACTED ROCK @ PAVEDAREAS

PLACE MIRAFI 140 N OR SIM.ON TOP OF BEDDING

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 2.04B

AC

AutoCAD SHX Text

*

AutoCAD SHX Text

*

PREVENT EROSION.

3. SILT TRAPPED BY EROSION CONTROL BARRIER SHALL BE REMOVED AS NECESSARY TO PREVENT MOVEMENT OF SILT INTO THE ADJACENT AREAS.

EROSION CONTROL NOTES

2.

1.

EROSION CONTROL BARRIER SHALL REMAIN UNTIL VEGETATION HAS BEEN ESTABLISHED ON AFFECTED AREAS TO

CONTRACTOR SHALL INSTALL EROSION CONTROL BARRIER AT TOP OF SLOPES OF ALL AREAS AFFECTED BY CONSTRUCTIONPRIOR TO ANY EXCAVATION ON THE SITE.

FLOW A

A

TEMPORARY SOIL EROSION CONTROL

1'-6

"1'

-8"

8"

4"

4"dia. PINE or 2"dia. OAK POSTSor 1.33 LB./FT. STEEL POSTS w/MINIMUM LENGTH OF 4' at 8'o.c.

1" STAPLES or TIE WIRES

6"x6" MAXIMUM SPACING OFWOVEN WIRE SUPPORT FENCE

FILTER FABRIC ATTACHEDTO WOVEN WIRE FENCE

CUT DITCH, PLACE FILTERFABRIC AND BACKFILL

SECTION "A-A"1

2.05

3/4" = 1'-0"

EROSION CONTROL BARRIER2

2.05

NOT TO SCALE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 2.05

AC

FINISH GRADE

EXTERIOR WALL

6'-0

" TYP

.

SEE

DA: 2

.07

- 2.0

8 FO

R AD

DITIO

NAL

COND

ITION

S

3'-0"

TYPICAL EXTERIOR BUILDING FOOTING DETAIL1

2.06

3/4" = 1'-0"

FLOOR SLAB

6" MIN

.

SHOWING SOIL REMOVAL

1'-6

"

TOP

SOIL

EXCAVATE & PLACE HIGH PLASTIC SOILS ONSITEUNDER THE DIRECTION OF THE SOILS ENGINEER,EXISTING HIGH PLASTICITY SOIL 3'-0" MIN.OUTSIDE BUILDING FOOTPRINT & 6'-0" FROMFINISH FLOOR SLAB FOR ENTIRE FOOTPRINT OFADDITION & ALTERNATE. REPLACE WITH 1" MINUSCOMPACTED, CRUSHED LIMESTONE.

MAIN LEVEL100'-0"

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 2.06

AC

FINISH GRADE

EXTERIOR WALL

6'-0

" TYP

.

7'-0"

BUILDING FOOTING DETAIL1

2.07

1/2" = 1'-0"

FLOOR SLAB

6" MIN

.

SHOWING SOIL REMOVAL

1'-6

"

TOP

SOIL

EXCAVATE & PLACE HIGH PLASTIC SOILS ONSITE UNDER THEDIRECTION OF THE SOILS ENGINEER, EXISTING HIGH PLASTICITY SOIL6'-4" MIN. OUTSIDE BUILDING FOOTPRINT & 6'-0" FROM FINISH FLOORSLAB ALONG NORTH, SOUTH, & WEST WALLS OF GYMNASIUM 402.AND ALONG EAST WALL OF LOCKER ROOMS 404, 410, & MECH. andPERIMENTER OF GENERATOR ENCLOSURE. REPLACE WITH 1" MINUSCOMPACTED, CRUSHED LIMESTONE. (SEE DA: 2.06 FOR TYPICALDETAIL AT REMAINDER OF BUILDING)

MAIN LEVEL100'-0"

PROVIDE LEAN CONCRETE BELOW FOOTINGS.SEE STRUCTURAL DRAWINGS FOR EXTENT ANDDEPTHS REQUIRED.

PRE-CAST WALL PANELS

6'-4"

AT STORM SHELTER AND GENERATOR ENCLOSURE

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 2.07

AC

3.01

3/4" = 1'-0" 3 TYP. SIDEWALK SECTION

3.01

N.T.S. 1 TOP OF FOUNDATION

OFFSET DETAIL 3.01

N.T.S. 2 TYP. JOINT LAYOUT

CONC. PAVEMENT

1 1/

2"

3/4"

3/4"

THRU-WALL FLASHING w/WEEP HOLES PER TYP.FLASHING DETAILS

FACE BRICKor C.M.U.

DELETE FOUND. OFFSET WHEREGRADE OR SIDEWALK OCCURSABOVE BOTTOM OF RECESS

CONC. FOUNDATION:FILL HOLES & PROVIDEHAND RUBBED FINISHWHERE EXPOSED

20'-0" MAXIMUM EACH DIRECTION

5'-0"± at 4"/5" SLABS10'-0"± at 6"/8" SLABS

1/2" EXPANSION JOINT SEALANTOVER COMPRESSIBLE FILLER

GREASE OR SLEEVE

#4 SMOOTH ROD12" LONG at 12"o.c.

SAW CUT OR TOOLEDCONTROL JOINT (| OFDEPTH OF SLAB)

SEE PLANS4"

U.N

.O.

4" M

IN.SLOPE

1/4 IN 12TOOLED EDGES

(TYPICAL)

WWF 6x6, #10/#10BROOM FINISH

THICKEN EDGE OFSLAB WHERE FINISHGRADES DROPS

4" CRUSHED ROCK BASENOTE: SEE DETAIL #2 ON THIS SHEETFOR TYPICAL CONCRETE JOINT LAYOUTS

STAINLESS STEEL EDGE, SEESPEC.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 3.01

AC

3.03

3/4" = 1'-0" 1 DOOR STOOPTYPICAL PLANS

5'-0

" MIN

. - S

EE P

LAN

12"TYP.

CONTROL JOINTIF STOOP WIDTH IS

GREATER THAN 8'-0"

12" MIN. - 24" MAX.(or ALIGN w/

MAS. OPENING)

DOUBLE DOOR SINGLE DOOR

1

3.04

5'-0

" MIN

. - S

EE P

LAN

12"TYP.

18" TYP.AT LATCH SIDE

OF DOOR

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 3.03

AC

3.04

3/4" = 1'-0" 1 TYPICAL DOOR STOOPSECTION

5'-0" MIN.

2'-6

"

SLOPE 1/4" IN 12"

FLOOR SLAB& FOUNDATION(SEE STRUCT.)

THRESHOLD OVER1/2" CAULK JOINT OVERCOMPRESSIBLE FILLER

#4 BARS (12"LONG) at 12"o.c.

6x6#10x#10WWF

1/2" CAULK JOINTOVER COMP. FILLER

#4 SMOOTH BARS(12" LONG) at 12"o.c.

TYPICAL CONC.SIDEWALK

LEAN CONCRETE OR COMPACTED 1" CLEANGRAVEL

30°±

CONC. SIDEWALK MAY OCCUR ATSIDES OR FRONT OF STOOP, OR NOT

OCCUR. REFER TO SITE PLANS8"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 3.04

AC

TYPE

SSE

E W

ALL

4.01

1 1/2" = 1'-0" 1 TYPICAL CONTROL JOINTIN CONCRETE MASONRY WALL

BACKER ROD & CAULK GROUT SOLID TO FORM KEYCUT REINFORCING @ CONTROL JOINT

FELT PAPER BOND BREAKER BACKER ROD & CAULK

NOTE: HEAD JOINTS MAY ALIGN

4.01

1 1/2" = 1'-0" 2 TYPICAL CONTROL JOINTIN COMPOSITE MASONRY WALL

4.01

1 1/2" = 1'-0" 3 TYPICAL CONTROL JOINTIN COMPOSITE CAVITY WALL

SEE

WAL

L

TYPE

S

BACKER ROD & CAULK GROUT SOLID TO FORM KEY

CUT REINFORCING @CONTROL JOINT

FELT PAPER BOND BREAKER

FACE BRICK

BACKER ROD & CAULK

TYPE

SSE

E W

ALL

BACKER ROD & CAULK GROUT SOLID TO FORM KEY


FELT PAPER BOND BREAKER

BACKER ROD & CAULK

RIGID INSULATION

FACE BRICK

SPECIAL NOTE: REFER TO ARCHITECTURAL ANDSTRUCTURAL DRAWINGS FOR CONTROL JOINTLOCATIONS IN CONCRETE MASONRY. CONTROLJOINTS TO BE A MAXIMUM OF 30'-0" O.C.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.01

AC

4.02

1 1/2" = 1'-0" 1 TYPICAL EXPANSION JOINTIN CONCRETE MASONRY WALL

TYPE

SSE

E W

ALL

BACKER ROD & CAULKEXPANSION JOINT FILLERCUT REINFORCING @ CONTROL JOINT

BACKER ROD & CAULK

@ EXPANSION JOINT

FACE BRICK

FLASHING

CUT REINFORCING

4.02

1 1/2" = 1'-0" 2 TYPICAL EXPANSION JOINTIN COMPOSITE MASONRY WALL

4.02

1 1/2" = 1'-0" 3 TYPICAL EXPANSION JOINTIN COMPOSITE CAVITY WALL

TYPE

SSE

E W

ALL

BACKER ROD & CAULK


BACKER ROD &CAULK

RIGID INSULATION

FACE BRICK

EXPANSION JOINT FILLER

SEE

WAL

L

TYPE

S

NOTE: HEAD JOINTS MAY ALIGN

BACKER ROD & CAULK

BACKER ROD & CAULK

SPECIAL NOTE: REFER TO STRUCTURALDRAWINGS FOR EXPANSION JOINT LOCATIONS INCONCRETE MASONRY. EXPANSION JOINTS TO BEA MAXIMUM OF 30'-0" O.C.

EXPANSION JOINTFILLER

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.02

AC

FLEXIBLE CONNECTION

FOR NONBEARING WALLSFOR BEARING WALLS

RIGID CONNECTION

ANY BEARING WALL -ONE OR MORE WYTHES

3/8" CAULK

CUT REINFORCINGAT JOINT

ANY INTERSECTINGWALL - ONE ORMORE WYTHES

MORTAR JOINT

DO NOT CUTREINFORCING

AT JOINT

1/4" MESH METALLATH x 2'-0" LONG

4.03

1 1/2" = 1'-0" 1 TYPICAL INTERSECTION

OF CONC. MASONRY WALLS

DOVETAIL ANCHOR

REINFORCING

ANY CONCRETE WALL

4.03

NOT TO SCALE 2 TYP. INTERSECTIONOF CONC. & CONC. MAS. WALLS

NOTE: PROVIDE COMPRESSIBLE FILLER, ROD AND CAULK IF ANDONLY IF CONCRETE WALL IS AN EXTERIOR WALL OR IF CONCRETEMASONRY WALL IS NONBEARING.

ANY CONC. MASONRY WALL -ONE OR MORE WYTHES

COMPRESSIBLE FILLER

CAST-IN-PLACE DOVETAIL SLOT

CAULK & ROD BOTH SIDES

BOND BREAKER

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.03

AC

4"OR 6" 8" 8" 1'-0" 1'-0"

ALTERNATE INSTALLATION DETAILSNOMINAL MASONRY DIMENSION SHOWN

NOTES:

1. THIS DETAIL APPLIES TO MAXIMUM OPENINGS OF 4'-0". FOR LARGER OPENINGS SEE STRUCTURAL DRAWINGS.

2. THIS DETAIL APPLIES TO LINTELS SUPPORTING ONLY MASONRY ABOVE OPENINGS & NO OTHER LOADS. FOROTHER CONDITIONS SEE STRUCTURAL DRAWINGS.

3. WHERE CONFLICT OCCURS WITH STRUCTURAL DRAWINGS, STRUCTURAL DRAWINGS TAKE PRECEDENCE. NOTIFYARCHITECT.

4. THIS DETAIL APPLIES TO OPENINGS THAT ARE CONCEALED. FOR EXPOSED OPENINGS REFER TO SEPARATE DETAILS.

5. INSTALL ONE STEEL ANGLE 3 1/2" X 3 1/2" X 1/4" PER 4" NOM. THICKNESS OF MASONRY W/ 8" MIN. BEARING ATEACH END.

5. INSTALL ONE STEEL ANGLE 5" X 3 1/2" X 1/4", LONG LEG HORIZONTAL, AT 6" NOM. MASONRY W/ 8" MIN. BEARINGAT EACH END.

4.04

1 1/2" = 1'-0" 1 TYPICAL LOOSE LINTELSAT MECHANICAL OPENINGS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.04

AC

CONTROL JOINT (3/8" JOINT)

PERIMETERCAULK ALL

MULLION

SLIP SHEET

PERIMETER

SLIP SHEET

FULLCUTFULL


LINTEL

DOOR FRAME

CAULK ALL

CUT

CUTFULL FULL

FULLFULL CUT

CUT

CAULK ALL

8" 8"

DOOR FRAME

LINTEL


FULL CUT FULL

SLIP SHEET

PERIMETER

SLIP SHEET

FULLFULLFULL


LINTEL

DOOR FRAME

SPECIAL NOTE: REFER TO STRUCTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS IN CONCRETE MASONRY.CONTROL JOINTS TO BE A MAXIMUM OF 30'-0" O.C.

TYPICAL LINTELSIN CONCRETE MASONRY

1

4.05

N.T.S.

CAULK ALLPERIMETER

EQ. EQ.

3'-0 3/8" M.O. 3'-4 3/8" M.O.

8" 8"

6'-4 3/8" M.O. OR 6'-6 3/8" MO.

NOTE:CONCRETE MASONRY UNITS SHOWN -FACE BRICK SIMILAR - TYPICAL

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.05

AC

TYP. BOTH SIDES

1 1/

2" C

LR.

NOTE:

24.06

C.M.U. WALL TERMINATION@ BAR JOIST

1

4.06

3/4" = 1'-0"

TYP. MASONRY WALL@ BAR JOIST PENETRATION

2

4.06

3/4" = 1'-0"

INSULATION @ VOIDSBETWEEN DECK & C.M.U.(TYP.)

TROWELLED SEALANT @ BOTHSIDES (TYP.)

STEEL JOIST TYP.

MAINTAIN 1 1/2" CLEAR FOR DEFLECTION OFBAR JOISTS

REFER TO FLOOR PLAN FOR WALL TYPES

METAL DECK

RIGID INSULATION

MEMBRANE ROOFING

BOND BEAM W/ REINF. SEESTRUCT.

SEAL TIGHT TO UNDERSIDEOF DECK

STEEL JOIST TYP.

MAINTAIN 1 1/2" CLEAR FORDEFLECTION OF BAR JOISTS @ ROOFDECKTROWELLED SEALANT (TYP.)

PENETRATIONS @ FIRE-RATED WALLS SHALL BESEALED W/ FIRE-RATED MATERIALS, INSTALLED INACCORDANCE W/ MNFR'S DETAILS TO ACHIEVE FIRERATING NOTED ON REFLECTED CEILING PLANS.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.06

AC

1/16" TYP.

1 1/

2" C

LR.

NOTE:

C.M.U. WALL TERMINATION@ BRACING

1

4.07

3/4" = 1'-0"

C.M.U. WALL TERMINATION@ JOIST BEARING

2

4.07

3/4" = 1'-0"

MEMBRANE ROOFING

RIGID INSULATION

METAL DECK

BOND BEAM W/ REINF.SEE STRUCT.

CUT C.M.U. AS REQ'D TO MAINTAINCLEARANCE UNDER DECK

MAINTAIN 1 1/2" CLEAR @ HORIZONTALANGLE IN C.M.U. WALL TO PROVIDE FORDEFLECTION OF BAR JOISTS- SEAL W/INSULATION & TROWELLED SEALANT

STEEL JOIST/ BRACING (TYP.) SEESTRUCT.

TROWELLED SEALANT @BOTH SIDES (TYP.)

INSULATION @ VOIDS BETWEENDECK & C.M.U. (TYP.)

REFER TO FLOOR PLANFOR WALL TYPES

INSULATION @ VOIDS BETWEENDECK & C.M.U. (TYP.)

TROWELLED SEALANT @BOTH SIDES (TYP.)

STEEL JOIST,SEE STRUCT.

REFER TO FLOOR PLANFOR WALL TYPES

PENETRATIONS @ FIRE-RATED WALLS SHALL BESEALED W/ FIRE-RATED MATERIALS, INSTALLED INACCORDANCE W/ MFR'S DETAILS TO ACHIEVE FIRERATING NOTED ON REFLECTED CEILING PLANS.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.07

AC

4.08

3" = 1'-0" 1 TYPICAL THRU-WALL FLASHINGat FOUNDATION w/ STUD WALL BACK-UP

1'-0

" MIN

IMUM

SEE WALL TYPES FOR ADD'L INFO.

FINISH GRADE

FOUNDATION CONSTRUCTION,SEE STRUCTURAL DRAWINGS

FOUNDATION RECESS AT TOPOF WALL, REFER TO DA 1/3.01

ROPE WICKS & FLASHINGMUST BE VISIBLE FORARCHITECT'S INSPECTION

ROPE WICKS at 16"o.c. TORUN THROUGH MASONRY &16" MIN. ALONG CAVITY

THRU-WALL FLASHING MIN. 12"HIGH, SIDE-LAPPED AT LEAST 6"w/ EACH LAP FULLY SEALED TOARCHITECT'S SATISFACTION

FACE BRICK OR C.M.U. VENEERw/ ANCHORS PER SPECS & DWGS.

STAINLESS STEEL EDGE, SEE SPEC.

SECURE FLASHING WITH TERM. BAR AND SEALANTOVER AIR / VAPOR / BARRIER, TYP.

AIR/VAPOR BARRIER OVER ENTIRE SHEATHING(FULL HT. OF WALL), SEE SPECS.

RIGID INSULATION

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.08

AC

4.09

3" = 1'-0" 1 TYPICAL THRU-WALL FLASHINGat ROOF INTERSECTION w/ STUD WALL BACK-UP

12" M

INIM

UMSEE WALL TYPES FOR ADD'L INFO.



THRU-WALL FLASHING MIN. 12" HIGH, SIDE-LAPPEDAT LEAST 6"w/ EACH LAP FULLY SEALED TOARCHITECT'S SATISFACTION


4" M

IN.

1 co

urse

MIN

IMUM

2-PART SNAP-IN METAL FLASHINGSYSTEM w/ 4" TOP FLANGE

T-BAR w/ FASTENERS AS REQ'DBY MANUFACTURER FOR WATER-TIGHT SEAL (MAX. 6"o.c.)

SUPPORT FLASHING w/ RIGIDINSUL. SUPPORTED BELOW BYWALL TIES OR MECHANICALLYFASTENED TO BACK-UP

MEMBRANE ROOFING & FLASHINGADHERED TO WALL & ROOF CON-STRUCTION (SEE WALL SECTIONS)



AIR/VAPOR BARRIER OVER ENTIRE SHEATHING(FULL HT. OF WALL), SEE SPECS.

RIGID INSULATION

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.09

AC

4.10

3" = 1'-0" 1 TYPICAL THRU-WALL FLASHINGat FOUNDATION w/ MASONRY WALL BACK-UP

12" M

INIM

UM(C

LOSE

ST J

OIN

T AB

OVE

)


FINISH GRADE

FOUNDATION CONSTRUCTION,SEE STRUCTURAL DRAWINGS

FOUNDATION RECESS AT TOPOF WALL, REFER TO DA 1/3.01




RIGID INSUL. LAPS OVER FLASHING

FACE BRICK OR C.M.U. VENEER w/JOINT REINF. PER SPECS & DWGS.


AIR /VAPOR BARRIER(FULL HT. OF WALL), SEE SPECS.


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.10

AC

4.11

3" = 1'-0" 1 TYPICAL THRU-WALL FLASHINGat ROOF INTERSECTION w/ MAS. WALL BACK-UP

12" M

INIM

UM(C

LOSE

ST J

OIN

T AB

OVE

)





RIGID INSUL. LAPS OVER FLASHING


12" M

INIM

UMM

EMBR

ANE

FLAS

HING

4" M

IN.

1 co

urse

MIN

IMUM

2-PART SNAP-IN METAL FLASHINGSYSTEM w/ 4" TOP FLANGE



MEMBRANE ROOFING & FLASHINGADHERED TO WALL & ROOF CON-STRUCTION (SEE WALL SECTIONS)




BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.11

AC

1'-0

" MIN

IMUM

LOOSE LINTEL,SEE STRUCT. DRAWINGS

WINDOW or DOORAS APPLICABLE

ROPE WICKS at 16"o.c. TO RUNTHRU BRICK HEAD JOINTS & 16"ALONG CAVITY

CONTINUOUS THRU-WALL FLASHING,MIN. 12" HIGH, MIN. 8" PAST OPENINGAT EACH END w/ END DAMS TURNEDUP IN CAVITY & IN BRICK CONTROLJOINTS OR BRICK HEAD JOINTS

RIGID INSULATION

WALL CONSTRUCTION PER WALLSECTIONS & WALL TYPE DETAILS(SEE DA SHEETS)

(ROPE WICKS AND FLASHINGMUST BE VISIBLE FORARCHITECT'S INSPECTION)

4.12

3" = 1'-0" 1 TYPICAL THRU-WALL FLASHINGat WINDOW w/ CFMF STUD WALL BACK-UP




AIR/VAPOR BARRIER OVER ENTIRE SHEATHING(FULL HT. OF WALL),SEE SPECS.

FACE BRICK

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.12

AC

1'-0

" MIN

IMUM

STEEL LINTEL,SEE STRUCT. DRAWINGS

WINDOW or DOOR(AS APPLICABLE)


CONTINUOUS THRU-WALL FLASHING,MIN. 12" HIGH, MIN. 8" PAST OPENINGAT EACH END w/ END DAMS TURNEDUP IN CAVITY & IN BRICK CONTROLJOINTS OR BRICK HEAD JOINTS


GROUTSOLID

INSERT FLASHING IN NEXTMASONRY JOINT ABOVE 12" HIGH

RIGID INSULATION LAPSOVER FLASHING

JOINT REINFORCING


4.13

3" = 1'-0" 1 TYPICAL THRU-WALL FLASHINGat WINDOW w/ MASONRY WALL BACK-UP




BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.13

AC

1'-0

" MIN

IMUM

STEEL LINTEL,SEE STRUCT. DRAWINGS




CONTINUOUS THRU-WALL FLASHING, MIN. 12" HIGH,MIN. 8" PAST OPENING AT EACH END w/ END DAMSTURNED UP IN CAVITY & IN BRICK CONTROL JOINTSOR BRICK HEAD JOINTS


INSERT FLASHING IN NEXTMASONRY JOINT ABOVE 12" HIGH

RIGID INSULATION LAPSOVER FLASHING

VENEER ANCHORS


SECURE FLASHING WITH TERM. BAR AND SEALANTOVER AIR & VAPOR BARRIER (TYP.)

4.14

3" = 1'-0" 1 THRU-WALL FLASHING DETAILat GENERATOR ENCLOSURE BRICK ANGLE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.14

AC

VERTICAL CONTROL JOINT(CAULK 1/2" OVER COMPRESSIBLEFILLER & NEOPRENE STRIP)

LOOSE ANGLE LINTEL ATWINDOW, SEE STRUCT.

CAULK 1/2" DEEP AT LINTEL HORIZ. LEG.PROVIDE HORIZ. BOND-BREAK ABOVE& BELOW LINTEL FOR SLIP JOINT

THRU-WALL FLASHING 12" HIGH (MIN.),EXTEND DOWN OVER LINTEL PER DA 1/4.09

8" MIN.

1'-0

" MIN

.

VERTICAL CONTROL JOINT(CAULK 1/2" OVER COMPRESSIBLEFILLER & NEOPRENE STRIP)

VARIESWINDOW TYPE

4.15

1 1/2" = 1'-0" 1 SLIP-JOINT DETAIL

GROUND-FACE C.M.U., SEESPECS. & ELEVATIONS

FACE BRICK,SEESPECS. & ELEVATIONS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.15

AC

2"

1114"

4.18

1-1/2" = 1'-0" 2 CAST STONE CAP SECTIONAT STOREFRONT SILL

1'-458"

4.18

1-1/2" = 1'-0" 1 CAST STONE CAP SECTIONAT LOBBY 701 BENCH

CAST STONEBENCH w/RADIUSEDFRONT EDGE

SEE DA: 1/6.4011 2"

CAST STONE SILLw/ 1" RADIUS EDGE

SEE DA: 1/8.20

4.18

1-1/2" = 1'-0" 3 CAST STONE CAP SECTIONAT STOREFRONT SILL

1058"

CAST STONE SILL w/1" RADIUS EDGE &1/2" SLOPE

SEE DA: 1/8.2021 2"

2"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 4.18

AC

4.30

3/4" = 1'-0" 1 SAMPLE PANELMASONRY & STONE

6'-0

"

2'-4

"3'

-8"

6'-0"

2'-0"

GROUND-FACE CMUMEDALLION

ACCENT BRICK:RECESS BRICK 1/2" w/ SLOPEDGROUT WASH AT BOTTOM

NOTE:REFER TO SPECS FOR BACKING & FOUNDATION CONSTRUCTION (NOT SHOWN)

4'-0"

FIELD BRICK

FIELD BRICK

4'-0

"1'

-4"

8"

2'-0" 1'-4" 1'-4" 1'-4"

GROUND-FACE CMU

DA: 4.30

ACBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

WALL/ WALL NON-RATED(BALCO 6TW-1-2)

EJ-C2

EXTRUDED ALUMINUM COVER

DRYWALL (1 0R 2 LAYERS) OR MASONRY WALL

SCREWS @ 12" O.C. MAX.

2"

5/8

"M

AX. 6"±

EXPANSION JOINT TYPESNOTE: FIRE BARRIERS SHALL BE "METAFLEX 2000" BY BALCO, OR EQUAL

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 5.03

AC

5"±

2"

5/8"MAX.

5"±

5/8"MAX.

2"

WALL/ WALL CORNERFIRE RATED (SEE CEILING PLANSFOR REQUIRED RATING)(BALCO 6TWC-2)

EXTRA STUD ASREQ'D

EJ-G

WALL/ WALL CORNERNON-RATED(BALCO 6TWC-2)

EXTRA STUD ASREQ'D

EJ-F

EXTRUDED ALUMINUM COVER FROMFLOOR TO CEILING

MASONRY OR DRYWALL WALLS

2 LAYERS OF DRYWALL CARRY THROUGHOPENINGS AT DRYWALL WALLS


2-HOUR RATED FIRE BARRIERCONTINUES ABOVE CEILING. SEE EJ-H


DRYWALL (1 OR 2 LAYERS)


EXPANSION JOINT TYPES

434"

178"1"17

8"

1"FLOOR/ FLOOR,

(BALCO 6FS-1)

EJ-J1EXTRUDED ALUMINUM COVER

SHIM & GROUT AT BLOCKOUT AS REQ'D

COORDINATE BLOCK-OUTREQUIREMENTS WITH SELECTEDMANUFACTURER


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 5.04

AC





FLOOR/ FLOOR,(BALCO 6FS-1-2)

EJ-J2

EXPANSION JOINT TYPES

EJ-KEXTERIOR WALL (BALCOFCWW)

2"

MAY BE FASTENED W/ SILICON IN CORNERAPPLICATION

FLEXIBLE SEAL W/ ALUM. BRACKETS & CONT. BACKSEAL. MECHANICALLY FASTENED

1"178"

1"

278"

78"

178"2"17

8"

534"±

1"

FLOOR TO WALL,(BALCO 6FVS-1-2)

EJ-M2

378"

1"

78"





FLOOR TO WALL,(BALCO 6FVS-1)

EJ-M1





2"178"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 5.05

AC

5.12

1 1/2" = 1'-0" 1 METAL STAIR DETAIL

AT CMU WALL

CMU WALL

316" X 11

4"± STEEL CLOSURE PLATE (FIELDVERIFY WIDTH REQUIRED). FIT TIGHT TOWALL. FIELD WELD & GRIND SMOOTH

CAULK

12" GAP, SEE STRUCTURAL

RUBBER TREADS & RISER COVERING(NOT SHOWN - TYP.)

NOTES:

ALL EXPOSED STEEL SHALLRECEIVE PAINT FINISH # 14

COORDINATE W/ STRUCTURALDRAWINGS

5.12

1 1/2" = 1'-0" 2 METAL STAIR DETAIL

AT PRE-CAST CONCRETE WALL

PRE-CAST CONCRETE WALL

134" x 1

34" x

316 ANGLE CLOSURE,

ANCHOR TO PRE-CAST WALL ONLY.WHERE STRINGER TURNS DOWN ATLANDINGS, MITER CUT ANGLES,WELD, GRIND SMOOTH AND PAINT

1" GAP, SEE STRUCTURAL

RUBBER TREADS & RISER COVERING(NOT SHOWN - TYP.)

NOTES:

ALL EXPOSED STEEL SHALLRECEIVE PAINT FINISH # 14

COORDINATE W/ STRUCTURALDRAWINGS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 5.12

AC

1'-0" MIN.

2'-1

0"

WALL BRACKETS (TYP.)SEE DA: 5.20

SEE PLAN FOR DIMENSION

RETURN TO WALL (SEE DA:2/5.20)

RETURN TO WALL(SEE DA: 2/5.20)

1'-0"

2'-1

0"

5.15

1" = 1'-0" 1 TYP. STAIR HANDRAIL DETAIL(WITHOUT GUARDRAILS)

1 1/4" I.D. SCH. #40 STEELPIPE HANDRAIL, SEE DA: 5.20

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 5.15

AC

5.20

3" = 1'-0" 1 HANDRAIL BRACKET

AT CONC., C.M.U. & BRICK WALLS

2 1/2"

5.20

3" = 1'-0" 2 HANDRAIL TERMINATION

TYPICAL DETAIL

1/4"

6"±

RADIUSED RETURNBRACKET

1 1/4" NOM. (1.66" O.D.)STEEL HANDRAIL (PAINT)

STEEL HANDRAIL BRACKET @4'-0" O.C. MAX.

FORWAY EXPANSION SHIELD& STUD

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 5.20

AC

GALV. CLIP ANGLEWELDED TOSTRINGERS &ANCHOREDTO EMBEDED WD.BLOCKING (TYPICAL)

5.40

3/8" = 1'-0" 1 ROOF CROSSOVER LADDER

TOP WOOD BLOCKINGELEV. 132'-11/2"

TOP OF MASONRYELEV. 132'-0"

T.O. STEEL BEAM127'-10 7/8"

5'-0"±

812"±

91 2" 4'-1

1"±

F.V

.3'

-6"

C7 GALV. CHANNELSW/ 2X2" GALV. STL.ANGLE BETWEENSTRINGERS

TREATED WD. BLOCKINGCOVERED BY BUILT-UPROOFING SYSTEM.OVERLAP FLASHING 18"ENTIRE PERIMETER (TYP.)

12" C @ #20.7 GALV. STL.CHANNEL STRINGERS (TYP.)(PAINT FIN. #1E)

1 1/2" GALV. SQ. TUBE VERT.POSTS & HANDRAIL (TYP.)(PAINT FIN. #1E)

1 1/2" GALV. GRATING AT TOP

1 1/2" GALV. PREF.GRATED STEPS W/DIAMOND PLATEBULL-NOSE (TYP.)

7" RISERSSHOWN

1'-0"

60°

5"MIN.

91 2"

MAX

4'-3

"± F

.V.

REMOVE PORTION OFEXISTING ROOFING ASREQUIRED TO INSTALLBLOCKING. PATCH,REPAIR, AND INSTALLFLASHING AS REQUIRED.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 5.40

AR

3 1 2"

34"

7 16"

2 5 8"

7 16"

RED OAK W/FINISH #10

KERFED BACK

EASED EDGES (TYP.)

6.01

HALF SCALE 1 WOOD TRIM DETAILat DISPLAY CASES

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 6.01

AC

2'-1

0"

9" M

IN.

8"

6" MAX.

7" 1/

2"

4"4

1/2"

6.10

1 1/2" = 1'-0" 1 SECTION THRU SINKS

STANDARD ADA

2'-3

"

1/2"1/2"

5"1'-2 1/8" (VERIFY)4 7/8"

2'-0"

9 1/

2"

3 1/

2"

10"

3 1/

2"3

1/2"

3 1/

2"2'

-9 1

/2"

1/2" SOLID SURFACERETURN AT WALLS

1/2" SOLID SURFACE COUNTERW/ EASED EDGES (TYP.)

STEEL PLATE 3 1/2" X 1/4" FASTENED TO2X4 W/ PAIR OF SCREWS @ 12" O.C.

(BOTH FULL LENGTH OF COUNTER

DOUBLE 2X4 BEYOND, BETWEENSINKS (TYP.)

1/2" SOLID SURFACE ATTACHED TO WD.BLOCKING W/ 1/2" SCREWS @ 16" O.C.

12X12 ACCESS PANEL (ONE ATEA. SINK)

FIN. FLOOR

MIRROR (WHERESHOWN ONELEVATIONS)

PROVIDE 2X4 WD.BLOCKING IN STUDWALLS (AS REQ'D)(NOT REQUIRED ATC.M.U. WALLS)(REFER TO FLOORPLAN FOR WALLTYPE)

2X4 WOODFRAMING @ 24"O.C. (TYP.)

GLAZED WALL TILEAT STUD WALL ONLYAND WHERE CALLEDFOR ON PLANS)

NOTE:1. SINK AND FAUCET CUT-OUTS PER TEMPLATE SUPPLIED BY

MANUFACTURER2. FASTENER CLAMPS SUPPLIED BY SINK MANUFACTURER.3. ALL WOOD USED SHALL BE EXTERIOR GRADE & FIRE TREATED

CONTINUOUS 2X4WD. NAILER (TYP.)

CERAMIC TILE FLOOR & BASE (SEEFINISH SCHEDULE)

6"

CONTINUOUS 2X4WD. FRAMING.PROVIDE GAP INFRAMING ASREQUIRED FORINSTALLATION OFFAUCET AND DRAINLINE.

1'-0"

ADA FAUCET(SEE MECH.)

3/4" RADIUS (TYP.)

GLAZED TILE BASE

1/2" SOLID SURFACEBACKSPLASH

UNDERCOUNTERMOUNT LAVATORY(SEE MECH.)

EASED EDGES TYP.

SUPPORT WALL BEYOND, SEE DA:6.04 (PAINT ACCENT COLOR FIN. #7)

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 6.10

AC

8" M

IN.

8"

6" MAX.

7"

6.11


at LOW SINK (SEE ELEVATIONS)

1'-1

1"

1/2"1/2"

5"1'-2 1/8" (VERIFY)4 7/8"

2'-0"

9 1/

2"

3 1/

2"

7"

3 1/

2"3

1/2"

3 1/

2"2'

-6 1

/2"

8"

1/2" SOLID SURFACERETURN AT WALLS

STEEL PLATE 3 1/2" X 1/4" FASTENED TO2X4 W/ PAIR OF SCREWS @ 12" O.C.

(BOTH FULL LENGTH OF COUNTER

DOUBLE 2X4 BEYOND, BETWEENSINKS (TYP.)

SUPPORT WALL BEYOND, SEE DA:6.04 (PAINT ACCENT COLOR FIN. #7)

1/2" SOLID SURFACE ATTACHED TO WD.BLOCKING W/ 1/2" SCREWS @ 16" O.C.

8x8 ACCESS PANEL (ONE AT EA.SINK)

FIN. FLOOR

MIRROR (WHERESHOWN ONELEVATIONS)

PROVIDE 2X4 WD.BLOCKING IN STUDWALLS (AS REQ'D)(NOT REQUIRED ATC.M.U. WALLS)(REFER TO FLOORPLAN FOR WALLTYPE)

2X4 WOOD FRAMING@ 24" O.C. (TYP.)

GLAZED WALL TILEAT STUD WALL ONLYAND WHERE CALLEDFOR ON PLANS)

CONTINUOUS 2X4WD. NAILER (TYP.)CERAMIC TILE FLOOR & BASE (SEE

FINISH SCHEDULE)

CONTINUOUS 2X4WD. FRAMING.PROVIDE GAP INFRAMING ASREQUIRED FORINSTALLATION OFFAUCET AND DRAINLINE.

ADA FAUCET(SEE MECH.)

3/4" RADIUS (TYP.)

GLAZED TILE BASE

1/2" SOLID SURFACEBACKSPLASH

UNDERCOUNTERMOUNT LAVATORY(SEE MECH.)

2'-6

"

1/2"

4"4

1/2"

NOTE:1. SINK AND FAUCET CUT-OUTS PER TEMPLATE SUPPLIED BY

MANUFACTURER2. FASTENER CLAMPS SUPPLIED BY SINK MANUFACTURER.3. ALL WOOD USED SHALL BE EXTERIOR GRADE & FIRE TREATED

1/2" SOLID SURFACE COUNTERW/ EASED EDGES (TYP.)

EASED EDGES TYP.

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 6.11

AC

6.12


1/2" SOLID SURFACECOUNTER (TYP.)

STL. PLATE 3 1/2" X 1/4" FASTENED TO 2X4W/ PAIR OF SCREWS @ 12" O.C. (BOTH FULL

LENGTH OF COUNTER) (TYP.)

STEEL PLATE TO RESTON TOP OF WALL

6" C.M.U. WALL (PAINTACCENT COLOR FIN. #7)

PAIR OF SCREWS @ 12" O.C.(TYP.) (FULL LENGTH OF COUNTER)

DOUBLE 2X4 FRAMING. CENTER OF TOP OFSUPPORT WALL

ATTACH 2X4 W/ STEEL PLATE TO 2X4FRAMING AT TOP OF SUPPORT WALL (TYP.)

FIN. FLOOR

FLOOR & BASE PER FINISHSCHEDULE

FIN. FLOOR

(SEE

ELE

VATI

ONS

AND

SEC

TIO

NS)

(SEE

ELE

VATI

ONS

AND

SEC

TIO

NS)

PROVIDE 2X4 WOOD BLOCKING FOR SOLIDSURFACE PANEL FRAMING AS REQUIRED (TYP.)

NOTES:1. IF SUPPORT WALL IS TO RECEIVE CERAMIC TILE AND BASE, PROVIDE

2X4 WOOD FRAMING @ 12" O.C. W/ A SINGLE 2X4 BASE PLATE AND A 2X4TOP PLATE WITH 5/8" CEMENT BOARD ON EACH SIDE (WIDTH 4 3/4").

2. IF SUPPORT WALL IS TO BE PAINTED AND HAVE VINYL BASE, PROVIDE2X4 WOOD FRAMING @ 12" O.C. W/ A SINGLE 2X4 BASE PLATE AND A 2X4TOP PLATE WITH 5/8" PLYWOOD & 5/8" DRYWALL ON EACH SIDE OFFRAMING (WIDTH 6").

3. ALL WOOD USED SHALL BE EXTERIOR GRADE AND FIRE TREATED.

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 6.12

AC

6.13


1/2" SOLID SURFACECOUNTER (TYP.)

STL. PLATE 312" X 12"

FASTENED TO 2X4 W/ PAIR OFSCREWS @ 12" O.C. (BOTH FULLLENGTH OF COUNTER) (TYP.)

STEEL PLATE TO REST ON TOPOF WALL

6" C.M.U. WALL (PAINTACCENT COLOR FIN. #7)

PAIR OF SCREWS @ 12"O.C. (TYP.) (FULL LENGTH OFCOUNTER)

DOUBLE 2X4 FRAMING. CENTER OFTOP OF SUPPORT WALL

ATTACH 2X4 W/ STEEL PLATE TO 2X4FRAMING AT TOP OF SUPPORT WALL(TYP.)

FIN. FLOOR

FLOOR & BASE PERFINISH SCHEDULE

(SEE

ELE

VATI

ONS A

ND

SEC

TIO

NS)

PROVIDE 2X4 WOOD BLOCKING FORSOLID SURFACE PANEL FRAMING ASREQUIRED (TYP.)

NOTE:1. ALL WOOD USED SHALL BE EXTERIOR GRADE AND FIRE TREATED.

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 6.13

AC

6.33

1/4" = 1'-0" 1 DISPLAY CASE ELEVATION@ CORRIDOR #A3

METAL SHELFSTANDARDS@ 24" o.c.

TACK PANEL,SEE DA: 10.01

GLASS SHELVES,TYP.

SLIDING GLASSDOORS, TYP.

LOCK, TYP.

TACK PANEL w/WRAPPED EDGES,SEE DA: 10.01

WOOD TRIM,TYP. (FINISH #10),SEE DA: 1/6.01

11'-6"

4'-0

"

RECEPTACLE OUTLET,SEE ELEC.2

'-8"

2'-0

"

CMU

BRACING BEYOND DRYWALL

8'-8

"

1

6.34

2

6.33

VINYL BASE

3/8" TACKBOARD w/WRAPPED EDGES

GLASS SLIDING DOORS &METAL TRACKING

SHELF BRACKETS w/SHELF RESTS, TYP.

1'-8

"

34" CONT. PLYWOOD

6.33

1 1/2" = 1'-0" 2 HORIZONTAL SECTION THRUDISPLAY CASE @ CORRIDOR #A3

2x4 WOOD BLOCKING, TYP.

1x4 WOOD BLOCKING, CONT.

34" PAINTED PLYWOOD,FINISH #12

SHELF STANDARDS, TYP.

(2) 18" THICK RUBBER CUSHIONSAT EACH BRACKET, TYP.

WOOD TRIM, FINISH #10,SEE DA: 6.01

10" DEEP, 38" FLOATGLASS SHELVES, TYP.

CMU WALLS, SEE PLANS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 6.33

AC

WOOD TRIM, TYP. (FINISH #10),SEE DA: 1/6.01

358" METAL STUD FRAMING

@ 16" o.c., TYP.

38" PLYWOOD BACKING w/ 38" TACKPANEL, SEE DA: 10.01

3/4" PAINTED PLYWOOD(FINISH #12)

EGGCRATE LENS

1/4" TEMPERED GLASS SLIDINGDOOR (w/ 1 LOCK EACH SECTION)SET IN METAL TRACKING

14" DEEP, 3/8" FLOAT GLASS SHELFw/ ADJ. MTL. BRACKETS SET IN MTL.SHELF STANDARDS @ 24" o.c.

38" PLYWOOD BACKING w/ 38"WRAPPED EDGE TACK PANEL,SEE DA: 10.01

1/2" PAINTED PLYWOOD(FINISH #12)

2'-8

"4

'-0" O

PENIN

G

2x4 WOODBLOCKING &FRAMING @16" o.c.

1x4 WOODBLOCKING, TYP.(AS REQ'D)

OUTLET,SEE ELEC.

C.M.U. WALL

1/8" RUBBERCUSHION ATEACH BRACKET,TYP.

LIGHT FIXTURE,SEE ELEC.

1/2" PLYWOOD

6.34

3/4" = 1'-0" 1 VERTICAL SECTION THRUDISPLAY CASE @ CORRIDOR #A3

A6

2'-0

"

J2

3 58" METALSTUDS @16"O.C. W/ 58" GYP.BOARD

CAULK ENTIRE PERIMETER

358" BOX BEAM

1'-8"

6"

58" PAINTED PLYWOOD(FINISH #12)

1x CONT. WOOD BLOCKING

358" CFMF @ 16" O.C.

CMU (PAINT FIN. #7)

W1

1'-8"

2'-4"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 6.34

AC

LOBBY701

A8A8

A8

3'-0" 3'-0" 2'-0"3'-0"3'-0" 3'-0" 3'-0"3'-0"

3'-4" 12'-0" 3'-4" 11'-0" 3'-4"

1'-5

"

CAST STONE BENCHES,SEE SPECS.

STAIRS-6

1

6.40

1

6.40

1'-8

"

W1

FACE BRICK OVER'A8' BACKUP

EJ-F

A6 A6

8"

EJ-C2

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 6.39

AC

6.39

3/16" = 1'-0" 1 ENLARGED BENCH PLANLOBBY 701

1'-6

"

1'-5"

38"

CAST STONE BENCH w/RADIUSED FRONT EDGE,SEE DA: 1/4.18

BACKER ROD &CAULK

FLOOR SLAB,SEE STRUCTURAL

8" CMU83

8" 1'-2"1'-358"

A6 W1

RESILIENT BASE

8"

1'-8" WALL BEYOND

2'-4"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 6.40

AC

6.40

1 1/2" = 1'-0" 1 BENCH SECTIONLOBBY 701

61 2"

2"

SNAP-ON METAL EDGEOVER MEMBRANE FLASHINGOVER CONT. GALV. METAL CLIP NAILED@ 12" O.C.

TREATED WOOD NAILERS

MEMBRANEFLASHING

VARIES

7.01

1 1/2" = 1'-0" 2 METAL EDGE DETAIL

at PARAPET7.01

1 1/2" = 1'-0" 1 METAL CAP DETAIL

at PARAPET

SEALANT

TERMINATION BAR(FASTENERS @ 6" O.C. MIN.)

12" M

IN. A

BOVE

RO

OF

7.01

3" = 1'-0" 4 TERMINATION BAR

FASTENERS AS REQ'D BY MNFR FOR A WATER TIGHT SEAL, BUTMAX. 6" O.C.

MEMBRANE FLASHING ADHERED TO WALL

WALL

ACTUAL WALLWIDTH

(VARIES)STAINLESS STEELFASTENERS

CONCEALED SPLICEPLATE AT EACH JOINT

COPING COVER

WOOD NAILER

GALV. ANCHOR CLIPS(SPACING DETERMINEDBY MANUFACTURER)

6"OU

TSID

EFA

CE

6" T

YPIN

SIDE

FACE

+/- 2 14" INSIDE FACEALONG STRUCTURELINE A.8 PARAPET.FIELD VERIFY

X 2"

EJ

X

SEE WALLSECTION 3/A4.2

2"

4"4"

CONCEALED SPLICEPLATE AT EACH JOINT

GALV. ANCHOR CLIPS(SPACING DETERMINEDBY MANUFACTURER)

12"

FORMED METAL CAP

FORMED METAL CAP

CONT. GALV. CLEAT

CONT. GALV.RAILS

STAINLESS STEELFASTENERS

7.01

1 1/2" = 1'-0" 3 METAL CAP DETAIL

at PARAPET EXPANSION JOINT

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.01

AC

12" M

IN. A

BOVE

RO

OF

4" M

IN.

1 co

urse

MIN

IMUM

12" M

IN.

7.02

3" = 1'-0" 1 TYPICAL COUNTER FLASHINGw/ THRU-WALL FLASHING

2-PART SNAP-IN METAL FLASHINGSYSTEM w/ 4" TOP FLANGE.

THRU-WALL FLASHING


BUILT-UP ROOFING & FLASHINGADHERED TO WALL & ROOFCONSTRUCTION (SEE WALL SECTIONS)

THRU-WALL FLASHING MIN. 12" HIGH, SIDE-LAPPED AT LEAST 6" w/ EACH LAP FULLYSEALED TO ARCHITECT'S SATISFACTION

FACE BRICK OR C.M.U. VENEER

ROPE WICKS AND FLASHING MUST BEVISIBLE FOR ARCHITECT'S INSPECTION

SUPPORT FLASHING w/ RIGID INSULATIONSUPPORTED BELOW BY WALL TIES ORMECHANICALLY FASTENED TO BACK-UP

SEE WALL TYPES FOR FURTHERWALL CONSTRUCTION INFORMATION,SEE ALSO TYP. MASONRY FLASHINGDETAIL FOR ADD'L INFORMATION.


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.02

AC

MEMBRANE ROOFING

T-BAR

HANGERS @ 24" O.C.

PREFINISHED METAL GUTTER,MATCH EXISTING SIZE & SHAPE(FIELD VERIFY)

PREFINISHED METAL DOWNSPOUT

58" TREATED PLYWOOD

PREFINISHED METAL FASCIA

SEE

WALL

SEC

TIO

NS

1" X 14" RABBETIN PLYWOOD

GALV. SCREWS@ 24" O.C.

TREATED 2 X

METAL STANDING SEAMROOFING

ICE & WATER SHIELD

METAL DRIP EDGE

HANGERS @ 24" O.C.

PREFINISHED METAL GUTTER

PREFINISHED METAL DOWNSPOUT

58" TREATED PLYWOOD

PREFINISHED METAL FASCIA

1" X 14" RABBETIN PLYWOOD

GALV. CARRIAGEBOLTS @ 24" O.C.

8"

5"

1"

2"

6" 1"1"

8"SEE

WALL

SEC

TIO

NS

7.03

1 1/2" = 1'-0" 1 FASCIA & GUTTERat METAL ROOF

7.03

1 1/2" = 1'-0" 2 FASCIA & GUTTERat MEMBRANE ROOF

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.03

AC

7.04

3" = 1'-0" 1 TYP. CORNER

(w/ CONT. DRIP) 7.04

3" = 1'-0" 2 TYP. WALL JOINT

7.04

3" = 1'-0" 3 TYP. CONTROL JOINT

1/2"

1/2"

SUPPORT SYSTEMPER WALL SECTIONS

SHEATHING

CONT. CAULKING

EIFS FINISH SYSTEMPER SPECIFICATIONS

SUSPENSION SYSTEMPER WALL SECTIONS

COMPRESSIBLEFILLER (TYP.)

EIF FINISH SYSTEMPER SPECS & WALLSECTIONS

SHEATHING

CAULK CONT.TYP. WALLCONSTR.

1"

1/2"

SUSPENSION SYSTEMPER WALL SECTIONS


CAULK CONT.

SHEATHING

EIFS FINISH SYSTEM PERSPECS & WALL SECTIONS


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.04

AC

ROOF CONSTRUCTION

NAILER BOARD

PANEL SYSTEM

FASCIA PANEL

BLOCKING AS REQUIREDw/ FASTENERS AT 12"o.c.

UNDERLAYMENTPER SPECS

6 1/

2"

2"

OVER-FLASHING & TERMINATIONBAR w/ FASTENERS AT 12"o.c.

APRON FLASHING

"Z" CLOSURE w/ SEALEDCORNERS & END PIECES

PANEL SYSTEM w/CLIPS & FASTENERS

GENERAL NOTES:

5"1"

6"

SEE PLAN & WALL SEC-TIONS FOR WALL TYPES

FASTENERS & ANCHORSAS REQUIRED

3"x1/8" SHEET METAL CLIP

PRE-FINISHED METALDOWN SPOUT PER SPECS.

3 x 116" METAL STRAP AT TOP, BOTTOM, &

MIDDLE, IF OVER 12' LONG (TO MATCHFINISH OF DOWN SPOUTS)

TYPICAL ROOF EDGE DETAILat GABLE

1

7.05

1 1/2" = 1'-0"

TYPICAL TRANSITION FLASHINGat SLOPED WALL INTERSECTION

2

7.05

1 1/2" = 1'-0"TYP. DOWN SPOUT DETAIL2

7.06

1 1/2" = 1'-0"

1. SEE WALL SECTIONS FOR ADDITIONAL INFORMATIONREGARDING WALL/ROOF CONSTRUCTION.

2. REFER TO SPECIFICATIONS FOR MFR. & COLORINFORMATION REGARDING METAL PANEL SYSTEMS.

3. ALL METAL ROOFING FASTENERS TO EXTEND THRUROOFING AND BE ATTACHED TO METAL DECKING.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.05

AC

7.23

1 1/2" = 1'-0" 1 COLLECTOR HEAD DETAIL(at CFMF STUD PARAPET)

T.O. MASONRYVARIES

BEARING POINTVARIES

11 3/4"

4"1'

-0"

4"1'-0" 1"

1 1/

2"VA

RIES

7"±

TREATED WOODBLOCKING (CONT.)

MEMBRANE FLASHINGRUNS THRU OPENING &

OVER LINER IN SCUPPER

FLASHING STRIP COVERSSTAINLESS STEEL SCREW

HEADS (TYPICAL)

7"H x 8"W ROUGH OPENING

GROUND-FACE BLOCKOR BRICK, SEE ELEV.'S

BED METAL SLEEVE IN SEALANT(CONT. AROUND OPENING)

SCUPPER FABRICATED FROMPREFINISHED METAL, LINE w/ EPDMMEMBRANE FLASHING

3/4" TREATEDPLYWOOD PLATE

CONT. TERM. STRIP AROUNDFLASHING AT OPENING

EXTEND MEMBRANELINER 2" INTO DOWNSPOUT OPENING

2"7"

±1

1/2"

1 1/2" 8"± 1 1/2"

ELEVATION

1'-0"

1'-0

"4"

3" 6" 3"

1'-258"

2"x6" OVERFLOWSLOT

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.23

AC

TOP STL. BEAMELEV. 110'-8"

TOP STL. TUBEELEV. 110'-8"

V V

758" 75

8"

1'-314" 1

'-8"

3"

1"

2'-0

"

2'-0

"

1'-8

"3

"1

"

758"

V

BIRD STRIP (PAINTED)(SEE SPEC.S) (TYP.)2X TREATED WOODBLOCKING (AS REQ'D)

SLOPE(BOTHSIDES)

STL. TUBE BEAM(SEE STRUCT.)

10" STL. STUDFRAMING @16" O.C. (TYP.)

2" E.I.F.S. (TYP.)

5/8" GYP.SHEATHING (TYP.)

STOREFRONT212" OF TREATED WOOD

BLOCKING (CONT.)

CAULK (BOTH SIDES)BIRD STRIP (PAINTED) (SEE SPEC.S) (TYP.)

SLOPE

2X TREATED WOODBLOCKING (AS REQ'D)

STEEL TUBE BEAM(SEE STRUCT.)

5/8" GYP SHEATHING(TYP.)

10" STEEL STUD FRAMING@ 16" O.C. (TYP.) w/ BATTINSULATION

2" E.I.F.S.(TYP.)

CAULK (BOTH SIDES)

STOREFRONT

758"

1'-314"

7.51

1 1/2" = 1'-0" 1 ENLARGED DETAIL

NOTE: SEE DA: 7.04 FORTYPICAL E.I.F.S. DETAILS.

7.51


218" OF TREATED WOOD

BLOCKING (CONT.)

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.51

AC

7.52


758" 75

8"

1'-314"

2'-0

"


4"

STOREFRONT

2X TREATED WOODBLOCKING (AS REQ'D)

STL. TUBE BEAM(SEE STRUCT.)


10" STL. STUD FRAMING @16" O.C. w/ BATT INSULATION

2" E.I.F.S. (TYP.)

CAULK (BOTH SIDES)

STOREFRONT


BLOCKING (CONT.)

CAULK (BOTH SIDES)


BLOCKING (CONT.)

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.52

AC

TOP STL. BEAMELEV. 118'-10 1/2"

7.53


1114"

412" 33

8"338"

16

'-4" A

.F.F

.

SEAL AIR-TIGHT

STEEL JOIST (TOBE EXPOSED)(SEE STRUCT.)

STL. BEAM(SEE STRUCT.)

212" CFMF @ 16" O.C. (CONT.) (BOTH

SIDES OF STL. BEAM). INFILL WITHBATT INSULATION (INTERIOR) & RIGIDINSULATION (EXTERIOR)

6" CFMF @ 16" O.C.,58" GYP. SHEATHING, AND2" E.I.F.S. (BOTH SIDES)

TREATED WOODBLOCKING (AS REQ'D)

STOREFRONT

STANDING SEAM MTL. ROOFING,ICE/WATER SHIELD, 5/8" FIRE-TREATEDPLYWOOD, 5" RIGID INSUL., (2) LAYERSOPTIONAL), & 1 1/2" MTL. DECKING

5" TREATED WOOD BLOCKING(CONT.) AT 4'-0" O.C. (FORPLYWOOD ATTACHMENT) (TYP.)

78" HAT CHANNELS @16" O.C. (TYP.)

VENTED ALUM. SOFFIT(SEE SPEC.S) (TYP.)

BATT INSULATION

CAULK (BOTH SIDES)

358" STEEL STUD FRAMING @

16" O.C., & 78" HAT CHANNEL(CONT.) (TYP.)

C

B

SIM

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 7.53

AC

DOOR SCHEDULE

No. FROM TO TYPEOPENING SIZE REMARKSDOORTYPE

FRAMERATINGMINUTE

GROUPHDWR.

246 707 704 3'-0" x 7'-2" B M-4 5

247 707 705 3'-0" x 7'-2" B M-4 9

248 707 706 3'-4" x 7'-2" B M-4 9

249 707 709 3'-0" x 7'-2" E M-1 10

250 707 708 3'-0" x 7'-2" E M-1 10

251 A1 707 3'-0" x 7'-2" B M-1 8

FIRST FLOOR

SEE DA: 8.12 & 8.13

SEE DA: 8.12 & 8.13

SEE DA: 8.12 & 8.13

SEE DA: 8.12

SEE DA: 8.12

SEE DA: 8.10

233 EXT A3 6'-0" x 7'-2" (PAIR) C AL-19 1

234 EXT A3 6'-0" x 7'-2" (PAIR) C AL-19 1

235 400 A3 6'-0" x 7'-2" (PAIR) F M-2 90 2

236 400 A3 6'-0" x 7'-2" (PAIR) F M-2 90 2

237A A2 711 3'-0" x 7'-2" B M-1 4

242 EXT. 702 6'-0" X 7'-0" (PAIR) AAL-33

1

240 701 702 6'-0" X 7'-0" (PAIR) AAL-39

1

243 EXT. 702 6'-0" X 7'-0" (PAIR) AAL-33

1

241 701 702 6'-0" X 7'-0" (PAIR) AAL-39

1

244 A1 707 3'-0" x 7'-2" B M-1 8

245 707 703 3'-0" x 7'-2" B M-3 5

238 EXT A2 6'-0" x 7'-0" (PAIR) A AL-18 1

SEE DA: 8.06A

SEE DA: 8.06A

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.06A

SEE DA: 8.06D

SEE DA: 8.06D

SEE DA: 8.06B

SEE DA: 8.06B

SEE DA: 8.10

SEE DA: 8.12 & 8.13

237B A2 700 3'-0" x 7'-2" B M-1 4 SEE DA: 8.10

239A A1 S-6 7'-4" x 7'-2" (PAIR) G M-2 45 2

239B EXT S-6 6'-0" x 7'-2" (PAIR) D M-5 90 19

SEE DA: 8.10

SEE DA: 8.14

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 8.01A

AC

DOOR SCHEDULE


FRAMERATINGMINUTE

GROUPHDWR.

252 A1 710 3'-0" x 7'-2" B M-1 4

255 A1 A1-E 3'-0" x 7'-2" E M-1 6

253 710 710A 3'-0" x 7'-2" B M-4 5

254 710 710B 3'-0" x 7'-2" E M-1 3

258 712 712A 3'-0" x 7'-2" B M-4 5

259 712 712B 3'-0" x 7'-2" E M-1 3

257 A1 712 3'-0" x 7'-2" B M-1 4

260 EXT A1 7'-8" x 7'-2" (PAIR) D M-5 90 19

261 A1 S-7 7'-4" x 7'-2" (PAIR) G M-2 45 2

262 EXT S-7 6'-0" x 7'-2" (PAIR) D M-5 90 19

263 A1 713 3'-0" x 7'-2" B M-1 4

264 A1 714 3'-0" x 7'-2" B M-1 4

265 A1 715 3'-0" x 7'-2" B M-1 4

266 A1 716 3'-0" x 7'-2" B M-1 4

267 717 CHASE 2'-4" x 7'-2" E M-1 7

268 A1 719 3'-8" x 7'-2" H M-1 45 6

269 719 720 3'-8" x 7'-2" H M-1 45 6

FIRST FLOOR

256 EXT GEN 3'-10" x 7'-2" D M-6 90 21

SEE DA: 8.10

SEE DA: 8.12 & 8.13

SEE DA: 8.12

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.12 & 8.13

SEE DA: 8.12

SEE DA: 8.14

SEE DA: 8.10

SEE DA: 8.14

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.09

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.15

270 EXT 900 12'-0" x 9'-0" J - 90 15(INSULATED COILING) ICC-500

271 A1 A2 7'-8" x 7'-2" (PAIR) D M-5 90 20 SEE DA: 8.11

SEE DA: 8.16 & 8.17

272 900 GEN 3'-0" x 7'-2" D M-6 90 21 SEE DA: 8.14BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 8.01B

AC

348 B3 800A 6'-0" x 7'-2" (PAIR) F M-2 90 2

349 B3 800A 6'-0" x 7'-2" (PAIR) F M-2 90 2

350 B2 813 3'-0" x 7'-2" B M-1 4

351 B1 S-6 7'-4" x 7'-2" (PAIR) G M-2 45 2

352 B1 B2 7'-8" x 7'-2" (PAIR) D M-5 90 20

355 B1 804 3'-0" x 7'-2" B M-1 4

356 804 804A 3'-0" x 7'-2" B M-4 5

357 804 804B 3'-0" x 7'-2" E M-1 3

358 B1 B1-E 3'-0" x 7'-2" E M-1 6

363 B1 S-7 7'-4" x 7'-2" (PAIR) G M-2 45 2

369 B1 812 3'-0" x 7'-2" H M-1 45 3

368 810 CHASE 2'-4" x 7'-2" E M-1 7

353 B2 801 3'-0" x 7'-2" B M-1 4

354 B2 800 3'-0" x 7'-2" B M-1 4

359 B1 803 3'-0" x 7'-2" B M-1 4

360 B1 805 3'-0" x 7'-2" B M-1 4

361 805 805A 3'-0" x 7'-2" B M-4 5

362 805 805B 3'-0" x 7'-2" E M-1 3

364 B1 806 3'-0" x 7'-2" B M-1 4

365 B1 807 3'-0" x 7'-2" B M-1 4

366 B1 808 3'-0" x 7'-2" B M-1 4

367 B1 809 3'-0" x 7'-2" B M-1 4

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.11

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.12

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.10

SEE DA: 8.09

SEE DA: 8.10

SEE DA: 8.12 & 8.13

SEE DA: 8.12

SEE DA: 8.12 & 8.13

DOOR SCHEDULE


FRAMERATINGMINUTE

GROUPHDWR.

SECOND FLOOR

370 B1 802 3'-0" x 7'-2" B M-1 4 SEE DA: 8.10

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 8.01C

AC

B

10"

2'-6

"

4"

1/4" TEMPEREDGLASS

SOLID CORE

10

"

DOOR TYPE ELEVATIONS

F

H

4" 8"

3'-3

"

PANICDEVICE

FIRE RATEDGLASS

10

"

C

4" 10"

3'-7

"2

'-3"

3'-3

"

INSULATED CORE

3'-7

"

D

PANIC DEVICE(WHERE REQ'D)

3'-3

"

INSULATEDCOILING DOOR,

SEE SPECS.

A3

'-3"

8"

5"

10

"

1/4" TEMPEREDGLASS (TYP.)

PANICDEVICE

2'-0

"81 4"

WIDE STILE w/ MIDRAIL

NOTES:· HINGE SIDE IS ON THE LEFT.· VISION PANEL SIZES ARE EXPOSED GLASS DIMENSIONS

134" ALUM. ENTRANCE 13

4" FLUSH WOOD

1/4" TEMPEREDGLASS (TYP.)

PANICDEVICE

134" FLUSH FRP-FACED

SOLID COREE

134" FLUSH WOOD

134" FLUSH METAL "GRAINTECH"

134" FLUSH WOOD

"B" LABEL (90 MIN.)POSITIVE PRESSURE

G

4" 8"

3'-3

"

PANICDEVICE

FIRE RATEDGLASS

10

"3

'-7"

134" FLUSH METAL "GRAINTECH"

45 MINUTE LABELPOSITIVE PRESSURE

45 MINUTE LABELPOSITIVE PRESSURE

SEE SCHEDULE

SEE

SC

HED

ULE

134" FLUSH METAL

JEXTERIOR COILING DOORINSULATED - STORMSHELTER RATED

STORM SHELTER RATED

34" MAXIMUMUNDERCUT

DA: 8.03

ACBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

FRAME TYPE M-1

7'-4

"

7'-2

"2

"

(SEE SCHEDULE FOR TYPICAL DETAILS)

2"SEE DOOR

SCHED. 2"

FRAME TYPE M-2

7'-4

"

7'-2

"2

"


2" SEE DOOR SCHED. 2"

DOUBLE DOORSPER SCHEDULE

FRAME TYPE M-3

7'-4

"

2"


3'-4

"2

"3

'-8"

14" TEMPEREDGLASS

HOLLOW METAL DOOR FRAME ELEVATIONS

6'-0"

2"

VARIES

2"

SEE DOORSCHEDULE2"

7'-4

"

2"

3'-4

"

2"

3'-8

"

14" TEMPERED

GLASS

6'-0"

2"

VARIES

2"

SEE DOORSCHEDULE 2"

FRAME TYPE M-4(SEE SCHEDULE FOR TYPICAL DETAILS)

FRAME TYPE M-5

7'-4

"

7'-2

"2

"


2" SEE DOOR SCHED. 2"

DOUBLE DOORSPER SCHEDULE

FRAME TYPE M-6

7'-4

"

7'-2

"2

"


2"SEE DOOR

SCHED. 2"

STORM SHELTER RATED FRAME ASSEMBLY

REMOVABLEMULLION

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.04

AC

ALUMINUM DOOR FRAME ELEVATIONS

2"1'-5"

2" 2"1'-5"

2"1'-5"

2"

4"

2'-6

"2

"4

'-0"

2"

1'-4

"2

"

8'-8

" M.O

.

7'-0

"

2"1'-5"

FRAME TYPE AL-18DOOR #238

28.21

18.21

FLOOR LINE

12'-8" M.O.

1" TINTED, INSULATEDTEMPERED GLASS, TYP.

FRAME TYPE AL-19DOOR #233, #234

7'-4

"

6'-4"

2"6'-0"

2"

7'-2

"

2"

2'-11"2"

2'-11"

6'-0"

28.22

18.26

FRAME TYPES AL-1 THROUGH AL-17NOT USED

SIM.

SIM.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06A

AC

18.19

2" 2'-8" 2" 2" 2'-9" 2" 2'-9" 2" 2" 2'-8" 2"

4"

2'-6

"2

"4

'-0"

2"

1'-8

"2

"24'-0" R.O.

28.18

FRAME TYPE AL-33DOOR #242 & #243

9'-0

" R.O

.


7'-0

"

FLOOR LINE


2"2'-8"

2" 2"2'-9"

2"2'-9"

2"2'-11"

2"2'-8"

2"2"2'-11"2'-11"

2"2'-11"

2'-3

"2

"2

"

24'-0" R.O.

FRAME TYPE AL-34

11

'-0" T

OFI

RST

FLO

OR

18.18

28.18


18.19

2'-7

"

R.O

.

VESTIBULE #702, ABOVE AL-33

2'-11" 2" 2'-11"2" 2'-11"2'-11"

6'-0"


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06B

AC


2'-9" 2" 2'-9" 2"2"

1'-8

"2

"3

'-6"

2"

1'-8

"2

"

28.18

7'-6

" R.O

.

18.19

2"

FLOOR LINE1

8.20

1'-6

"

6'-0" R.O.


2" 2'-9" 2" 2'-9" 2"

2'-3

"2

"2

"

6'-0" R.O.

11

'-0" T

OFI

RST

FLO

OR

18.23

28.18

18.19

2'-7

"

R.O

.

FRAME TYPE AL-35 & AL-36VESTIBULE #702: NORTH & SOUTH SIDE

FRAME TYPE AL-37 & AL-38VESTIBULE #702, NORTH AND SOUTH (HIGH), ABOVE AL-35 &AL-36


FRAME TYPE AL-41 & AL-42LOBBY #701

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06C

AC


18.27

2" 2'-8" 2" 2" 2'-9" 2" 2'-9" 2" 2" 2'-8" 2"

4"

2'-6

"2

"4

'-0"

2"

1'-8

"2

"24'-0" R.O.

28.18

9'-0

" R.O

.

7'-0

"

FLOOR LINE

1/4" CLEAR TEMPEREDGLASS, TYP.

2"2'-8"

2" 2"2'-9"

2"2'-9"

2"2'-11"

2"2'-8"

2"2"2'-11"2'-11"

2"2'-11"

2'-3

"2

"2

"

24'-0" R.O.

FRAME TYPE AL-40

11

'-0" T

OFI

RST

FLO

OR

28.23

28.18

1/4" TEMPEREDGLASS, TYP.

18.27

5'-0

" R.O

.2'-3

"2

"

FRAME TYPE AL-39DOOR # 240 & 241

ABOVE AL-39

2'-11" 2"2'-11" 2'-11" 2"2'-11"

6'-0"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06D

AC


FRAME TYPE AL-43, AL-44

2"2'-9"

2"2'-9"

2"

2'-3

"2

"2

"

6'-0" R.O.

11

'-0" T

OFI

RST

FLO

OR

28.23

28.18

18.19

5'-0

" R.O

.2'-3

"2

"


ABOVE AL-41 & AL-42

FRAME TYPE AL-45NOT USED

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06E

AC


FRAME TYPE AL-46

2"

1'-8

"2

"3

'-6"

2"

1'-8

"2

"

7'-6

" R.O

.

28.18

EQ2"

EQ2"

EQ2"2"

17'-10" R.O.

18.19


FLOOR LINE1

8.20

EQ2"

EQ2"

EQ2"

FRAME TYPE AL-48

2"

2"

2'-3

" 2"

2'-3

"2

"

5'-0

" R.O

.

28.18

EQ2"

EQ2"

EQ2"

17'-10" R.O.

18.23

11

'-0""

TO

FIRST

FLO

OR

18.19

EQ2"

EQ2"

EQ2"

1'-6

"

LOBBY #701


FRAME TYPE AL-47NOT USED

ABOVE AL-46

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06F

AC


2"

2"

5'-7

"

2"2" 2" 2" 2" 2"

EQEQEQEQ

FRAME TYPE AL-61

28.22

18.24

CORRIDOR #B2 SOUTH END

18.25

FLOOR LINE


12'-8" M.O.

8"

8'-0

" M.O

.

1'-1

1"

2"

2"

5'-7

"

2"2" 2" 2" 2"

EQEQEQ

FRAME TYPE AL-64

28.22

18.26

CORRIDOR #B318.25

FLOOR LINE


8'-0" M.O.

8"

8'-0

" M.O

.

1'-1

1"

FRAME TYPE AL-65CORRIDOR #B3



FRAME TYPES AL-49 THROUGH AL-60 & AL-62 & AL-63NOT USED

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06G

AC


FRAME TYPE AL-71

28.18

FRAME TYPE AL-72

LOBBY #701

LOBBY #701, ABOVE AL-71


2"

1'-8

"2

"3

'-6"

2"

1'-8

"2

"

7'-6

" R.O

.

EQ2"

EQ2"

EQ2"2"

18'-0" R.O.

18.19


FLOOR LINE1

8.20

EQ2"

EQ2"

EQ2"

1'-6

"

2"

2"

2'-3

" 2"

2'-3

"2

"

5'-0

" R.O

.

28.18

EQ2"

EQ2"

EQ2"

18'-0" R.O.

18.23

11

'-0""

TO

FIRST

FLO

OR

18.19

EQ2"

EQ2"

EQ2"


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06H

AC


4'-0

"

4'-7

"±

13'-978" ±

(CENTER ON A8 GUARDWALL)

EQUAL

2"

2'-4

" 2"

2'-4

"2

"

5'-0

" R.O

.4

'-0""

TO

SEC

OND

FLO

OR

FRAME TYPE AL-73

FRAME TYPE AL-74


ALUMINUMFRAMECORNER POST

2"2"EQ

9'-1014" ±(CENTER ON A8 GUARDWALL)

2"EQ

2"EQ

412"

2"2'-11"2"2'-11"2"2'-11"2"2'-11"2"

+/-938"

2"

EQUAL

518"3

'-77

8"

2"

2'-4

"

2"

2'-4

"

2"

GUARDWALL WINDOWS AT STAIRWELLSS-6, & S-7

GUARDWALL WINDOWS AT STAIRWELLSS-6 & S-7


ALUMINUMFRAMECORNER POST

18.28

28.28

28.28

18.28

18.22

FINISHED END

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 8.06J

AC

1 1/

2"SE

E DO

OR

TYPE

ELEV

ATIO

NS

MARSHFIELD STYLE #115,FIRE-RATED METAL FRAMING

(OR APPROVED EQUAL)

NOTE:USE GLAZING TAPEFOR INTERIOR DOORSONLY

PUSH SIDE:12" MIN. CLEAR OF

OBSTRUCTIONS (FORADA ACCESSIBILITY)

2" (TYP.FRAME)

4" (at STUD WALLS)or

8" (at C.M.U. WALLS)

PULL SIDE:18" MIN. CLEAR OFOBSTRUCTION (FORADA ACESSIBILITY)

SCHEDULEDOPENING WIDTH

6" AT STUD WALLS10" AT C.M.U. WALLS

GLAZING TAPEOR GASKETING

GLAZING BLOCK

8.08

HALF SCALE 1 TYPICAL VISION PANELSTICKING DETAIL

8.08

3/4" = 1'-0" 2 TYPICAL DOOR PLACEMENTDETAIL (UNLESS SHOWN OTHERWISE)

DA: 8.08

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

HEAD DETAIL

SEE

SCHE

D.

DOO

R HE

IGHT

+ 2

"

834"

BOND BEAM w/ REINF.& GROUT PER STRUCT.

HOLLOW METAL FRAMEHEAD (GROUT SOLID)

CAULK CONT. EACH SIDE,ENTIRE PERIMETER OF FRAME

JOINT REINF.PER STRUCT.

JAMB DETAIL SCHEDULED DOOR WIDTH + 4" (NOM.)

SEE DOOR SCHED.

83 4"

HOLLOW METAL FRAMEJAMBS (GROUT SOLID)GROUT SOLID WITH

REINF. PER STRUCT.

8.09

1 1/2" = 1'-0" 1 HOLLOW METAL FRAME DOOR DETAILAT PLUMBING CHASE LOCATIONS


A8 A8

A8

DA: 8.09

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

JAMB DETAIL

SEE

SCHE

D.

DOO

R HE

IGHT

+ 2

"

HEAD DETAIL

A8

A8 A8

SCHEDULED DOOR WIDTH + 4" (NOM.)

SEE DOOR SCHED.

8 3/

4"

8 3/4"


HOLLOW METAL FRAMEHEAD (GROUT SOLID)


JOINT REINF.PER STRUCT.

CAULK CONT. EACHSIDE, ENTIRE PER-IMETER OF FRAME

HOLLOW METAL FRAMEJAMBS (GROUT SOLID)

GROUT SOLID WITHREINF. PER STRUCT.

8.10

1 1/2" = 1'-0" 1 TYPICAL DOOR DETAIL(CMU WALL TYPE)

8" C.M.U. WALL @ SOMELOCATIONS W/ EJ-F (JAMBDETAIL SIM.) SEE FLOOR

PLANS

DA: 8.10

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

8.11

1 1/2" = 1'-0" 1 METAL FRAME DETAL (STORM SHELTER RATED)at PRECAST PANELS

PRECAST CONCRETEPANELS, TYP.

SEALANT TYP.

8"

1'-2"

HEAD DETAIL

SEE

SCHE

D.

DOO

R HE

IGHT

+ 2

"


SEE DOOR SCHED.

JAMB DETAIL


1'-2

"

PRECAST CONCRETEPANELS. TYP.

8"

14"

14"

GROUT SOLID (TYP.)

W1 W1

W1

PROVIDE MANUFACTURER'S STANDARDANCHORS AT RECOMMENDEDBACKSET DIMENSION AND SPACING

STORM SHELTERRATED DOOR &FRAME w/ TUBE ANDSTRAP ANCHORS,SEE SPECS.

STORM SHELTERRATED DOOR & FRAMEw/ TUBE AND STRAPANCHORS, SEESPECS.

MAXIMUM SHIM SPACE DICTATED BYDOOR FRAME MANUFACTURER,TYPICAL

PROVIDE MANUFACTURER'SSTANDARD ANCHORS ATRECOMMENDED BACKSETDIMENSION AND SPACING

DA: 8.11

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

JAMB DETAIL

HEAD DETAIL

SEE

SCHE

D.

DOO

R HE

IGHT

+ 2

"

SCHEDULED DOOR WIDTH + 4"

SEE DOOR SCHED.

WALLTYPE


BOX BEAM MADE FROMTOP RUNNER, DOUBLE STUD& BOTTOM RUNNER ASHEADER ABOVE DOOR FRAME

STUD RUNNERON TOP OF HEADER

DOUBLE STUD JAMB


PLANSEE FLOOR

PLANSEE FLOOR

PLANSEE FLOOR

8.12

1 1/2" = 1'-0" 1 TYPICAL DOOR DETAIL(DRYWALL WALL TYPE)

HOLLOW METAL FRAME JAMBS (FILLVOID OF DOOR FRAME WITH FIRE-RATEDSPRAY FOAM INSULATION, SEE SPEC.)

HOLLOW METAL FRAME HEAD

WITH FIRE-RATED SPRAY FOAM 12" 1

2"(FILL VOID OF DOOR FRAME

INSULATION, SEE SPEC.)

DA: 8.12

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

JAMB DETAIL

HEAD DETAIL

SEE

SCHE

D.

SEE SCHEDULE

5 3/4"


BOX BEAM MADE FROMTOP RUNNER, DOUBLE STUD& BOTTOM RUNNER ASHEADER ABOVE DOOR FRAME

STUD RUNNERON TOP OF HEADER

DOUBLE STUD JAMB


PLANSEE FLOOR

PLANSEE FLOOR

PLANSEE FLOOR

8 1/4"

D2 D5

D3 D6

8.13

1 1/2" = 1'-0" 1 TYPICAL BORROW LIGHT DETAIL(DRYWALL WALL TYPE)

HOLLOW METAL FRAME JAMBS (FILLVOID OF DOOR FRAME WITH FIRE-RATEDSPRAY FOAM INSULATION, SEE SPEC.)

12" 1

2"

CHANNEL STOPS PERSPECIFICATIONSGLASS TYPE PER BORROWLIGHT ELEVATION

GLASS TYPE PER BORROWLIGHT ELEVATION

HOLLOW METAL FRAME HEAD

WITH FIRE-RATED SPRAY FOAM (FILL VOID OF DOOR FRAME

INSULATION, SEE SPEC.)

DA: 8.13

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

PRECAST CONCRETE PANELS, TYP.

8"

1'-10"

HEAD DETAIL

SEE

SCHE

D.

DOO

R HE

IGHT

+ 2

"


SEE DOOR SCHED.

JAMB DETAIL


1'-1

0"

PRECAST CONCRETE PANELS. TYP.

8"

14"

14"

BACKER ROD AND CAULK (TYP.)

1'-2

"8"

FACE BRICK, SEE ELEVATIONS AND SPECS.

8" 8"

PAINT EXPOSEDCONCRETE (TYP.)

THRU-WALL FLASHING w/ WEEPS, SEEDA: 4.13 (SIM.)

STEEL LINTEL, SEESTRUCTURAL

FACE BRICK, SEE ELEVATIONS ANDSPECS.


GROUT SOLID, TYP.

T1

T1T1

8.14

1 1/2" = 1'-0" 1 METAL FRAME DETAL (STORM SHELTER RATED)at PRECAST PANELS & BRICK


STORM SHELTERRATED DOOR &FRAME w/ TUBE ANDSTRAP ANCHORS,SEE SPECS.



STORM SHELTER RATED DOOR & FRAME w/ TUBEAND STRAP ANCHORS, SEE SPECS.

DA: 8.14

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

SEALANT TYP.

8"

1'-438"

HEAD DETAIL SEE

SCHE

D.

DOO

R HE

IGHT

+ 2

"


SEE DOOR SCHED.

JAMB DETAIL


1'-4

3 8"

PRECAST CONCRETE PANELS. TYP.

8"

14"

14"

BACKER ROD AND CAULK, TYPICAL

1'-0

"43 8"

FACE BRICK, SEE ELEVATIONS ANDSPECS.

8" 8"

PAINT EXPOSED CONCRETE

PRECAST CONCRETE PANELS, TYP.THRU-WALL FLASHING w/ WEEPS, SEEDA: 4.13 (SIM.)

GROUT SOLID, TYP.

STEEL LINTEL,SEE STRUCTURAL

V1

V1 V1

8.15

1 1/2" = 1'-0" 1 METAL FRAME DETAL (STORM SHELTER RATED)at PRECAST PANELS & BRICK



STORM SHELTER RATEDDOOR & FRAME w/ TUBE

AND STRAP ANCHORS, SEESPECS.

STORM SHELTER RATEDDOOR & FRAME w/ TUBEAND STRAP ANCHORS, SEESPECS.


DA: 8.15

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

T1

OVERHEAD DOOR HOUSING,SEE SPECS. INSTALL PERMFR. STANDARD DETAILS

10'-0

" OPE

NING

HEIG

HT

8.16

1 1/2" = 1'-0" 1 OVERHEAD DOOR DETAIL (FEMA RATED)at PRECAST PANELS - COILING

MECHANICAL900

SILL DETAIL

HEAD DETAIL

THRU WALL FLASHINGWITH WEEPS, SEE DA4.13

SHELF ANGLE &EMBED PLATE, SEESTRUCTURAL

OVERHEAD DOOR, SEE SPECS.INSTALL PER MFR. STANDARD

DETAILS

WEATHER SEAL (TYP.)

FOUNDATION, AND SLAB CONSTRUCTION,SEE WALL SECTIONS AND STRUCTURAL

DRAWINGS

SLOPE

1 1/2"

#4 SMOOTHDOWELS @

JOINT SEALANTOVER COMPRESSIBLE

1/2" EXPANSION

FILLER

12" O.C.

12" LONG

DA: 8.16

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

JAMB DETAIL SEE DOOR SCHEDULE

ELEV.??

T1T1

8.17

1 1/2" = 1'-0" 1 OVERHEAD DOOR DETAIL (FEMA RATED)at PRECAST PANELS - COILING

MECHANICAL900

12" 1

2" BACKER ROD & CAULK, TYPICALEACH SIDE ENTIRE PERIMETER

OVERHEAD DOOR &GUIDE PER SPECS(TYP. EACH SIDE)


DA: 8.17

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

8.18

1 1/2" = 1'-0" 2 EXTERIOR ALUMINUM FRAMEJAMB DETAIL

8.18

1 1/2" = 1'-0" 1 EXTERIOR ALUMINUM FRAMEHEAD DETAIL

-

1114"

412" 33

8"338"

16'-4

" A.F

.F.

6" CFMF @ 16" O.C.,58" GYP. SHEATHING, AND2" E.I.F.S. (BOTH SIDES)

TREATED WOOD BLOCKING (ASREQ'D)

BATT INSULATION

ALUMINUM FRAME WITH GLASS,SEE ELEVATION FOR TYPE OFGLASS

2"

CAULK CONT. EACH SIDE, ENTIREPERIMETER OF FRAME

41 2"

SEE FRAME ELEVATIONS 2"14"2"

14"

ALUM. ENTRANCE FRAME w/GLASS, SEE ELEVATION FORTYPE OF GLASS


PLASTIC SHIM AS REQ'D, TYP.

BRICK FACE

SEE FLOOR PLANFOR WALL TYPE

CONT. VERTICAL TREATED2x W/ COUNTERSUNKMASONRY ANCHORS @16" O.C. VERT.

TREATED WOODBLOCKING, TYP.

DA: 8.18

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020


2'-0

"

1'-8

"3"

1" V

PLASTIC SHIM, TYP.

SLOPE

TREATED 2x WOODBLOCKING (CONT.)



10" STEEL STUD FRAMING @16" O.C. (TYP.) w/ BATTINSULATION

2" E.I.F.S.(TYP.)

538"


8.19

1 1/2" = 1'-0" 1 EXTERIOR ALUMINUM FRAMESILL / HEAD DETAIL





BIRD STRIP (PAINTED) (SEESPEC.S) (TYP.)

9'-0

" A.F

.F.

758" 75

8"

412"53

8"

1'-314"

DA: 8.19

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

1"

8.20

1 1/2" = 1'-0" 1 WINDOW SEAT SILL DETAILIN VESTIBULE, LOBBY & ALCOVE

GROUND-FACE C.M.U.

1'-6

3 8"

1"

1'-4

3 8"2"

GROUND-FACE C.M.U.

THRU-WALL FLASHING

8" CFMF @16" o.c., TYP.

1114"

(STONE DIM.)

1058"

(STONE DIM.)

418"

BACKER ROD & CAULK

2'-2"

1034"41

2"1034"

ALUMINUM FRAMESNAP TRIM

11/2" RIGID INSULATION OVERAIR & VAPOR BARRIER ON 5/8"GYP. SHEATHING ON 8" CFMF @16" O.C.

CAST STONE SILL,SEE DA: 3/4.18

CONTINUOUS CAULK, EACH SIDEWITH PLASTIC SHIM, AS REQUIRED

CONTINUOUS TREATED WOODBLOCKING, TYPICAL

TREATED 2x10BLOCKING

5/8" GYPSUMSHEATHING, TYP. AT

BOTH SIDESBATT INSULATION,

TYP. THRU WALL FLASHING W/ WEEPHOLES (SEE DA: 4.08)

CAST STONE SILL,SEE DA: 2/4.18

DA: 8.20

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

638"

412"

D2

SEE

FRAM

E EL

EVAT

IONS

2"1 4"

8.21


SIM.3 5/8" CFMF

STUDS at 16" o.c.

ALUMINUM SOFFITOVER HAT

CHANNELS at 12"o.c., TYPICAL

ALUMINUMENTRANCE FRAME

w/ GLASS, SEEELEVATION FORTYPE OF GLASS

CONTINUOUS CAULK, EACH SIDE,ENTIRE PERIMETER OF FRAME

CONTINUOUS TREATED WOODBLOCKING, TYPICAL

3 5/8" STUD LINTEL WITH RIGIDINSULATION

EXTEND TO UNDERSIDE OF STRUCTUREABOVE AND SEAL TIGHT

J1'-0"

BULL-NOSE

ALUMINUM ENTRANCE FRAME w/GLASS, SEE ELEVATION FOR TYPEOF GLASS

51 2"

8.21


A8

S1

41 2"PLASTICSHIM AS REQ'D,TYP.


SEE FRAME ELEVATIONS2"

14"

8"

ACOUSTICAL CEILING TILE ANDGRID (WHERE APPLICABLE)

COMPRESSIBLE FILLER

PLASTICSHIM AS REQ'D.


DA: 8.21

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

3"

BULL-NOSE C.M.U.WHERE APPLICABLE

EXTERIOR FACE BRICK

14"

2"

41 2"

2"SEE FRAME ELEVATIONS

14"

S1 S1

8.22


COMPRESSIBLE FILLER

TREATED WOOD BLOCKING, TYP.


1-1/2" ATFRAME AL-19

8.22

1 1/2" = 1'-0" 1 ALUMINUM FRAME @ STAIRSUPPER LEVEL GUARD WALL

SEE FLOOR PLAN FORWALL TYPE

14"

2"SEE FRAME ELEVATIONS

ALUM. ENTRANCE FRAME w/GLASS, SEE ELEVATION FOR

TYPE OF GLASS

PLASTIC SHIM, AS REQ'D,WITH CAULK CONT. EACHSIDE, ENTIRE PERIMETER OFFRAME

ALUMINUM ENTRANCE FRAME,SEE ELEVATION FOR TYPE

CAULK CONT. EACH SIDE,ENTIRE PERIMETER OF

FRAME

DA: 8.22

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

1'-114"

438"

412" 43

8"

TOP STL. BEAMELEV. 116'- 1/8"

VARI

ES

SEE

FRAM

E EL

EVAT

IONS

2"

1 4"


PLASTIC SHIM AS REQ'D, WITHCAULK CONT. EACH SIDE, ENTIREPERIMETER OF FRAME

2" E.I.F.S. FINISH SYSTEM PERSPECS & WALL SECTIONS,TYPICAL



8" CFMF @ 16" O.C.(TYP.) w/ BATTINSULATION

5/8" GYPSUMSHEATHING, TYP.

METAL SOFFIT, SEE WALLSECTIONS

8.23


8.23


1'-114"

438"

412" 43

8" ALUMINUM FRAME WITH GLASS,SEE ELEVATION FOR TYPE OFGLASS

PLASTIC SHIM, AS REQ'D, WITHCAULK CONT. EACH SIDE, ENTIREPERIMETER OF FRAME

2" E.I.F.S. FINISH SYSTEM PERSPECS & WALL SECTIONS,TYPICAL


STEEL (SEE STRUCT.)

1 5/8" CFMF @ 16"O.C. (TYP.) w/ BATTINSULATION, TYP.

5/8" GYPSUMSHEATHING, TYP.

DA: 8.23

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

19

3"

SEE

FRAM

E EL

EVAT

IONS

2"1 4"

THRU-WALL FLASHINGw/ WEEP HOLESSEE DA: 4.09

CANOPYSEE DA: 10.65

ACOUSTICAL CEILINGTILE & GRIDWHERE APPLICABLE

STEEL TUBE & PLATE LINTEL,SEE STRUCTURAL

P1

412"41

2"ALUMINUM FRAME WITH GLASS,SEE ELEVATION FOR TYPE OFGLASS


1'-458"

458"

8.24


EXTEND DRYWALLWHERE APPLICABLE

DA: 8.24

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

BULL NOSE BLOCK

8"

TO

FLO

OR

LINE

AT A

L-16

& A

L-61

8" T

O F

LOO

R LIN

E AT

AL-

64 T

HRU

AL-6

76'

-0" T

O F

LOO

R LIN

E AT

AL-

55

3"412"

PLASTIC SHIM AS REQUIRED

SNAP ON TRIM SEALANT

ALUM. SILL

BULLNOSE CMU BEYOND

SEE

FRAM

EEL

EVAT

IONS

S1


8.25

1 1/2" = 1'-0" 1 EXTERIOR ALUMINUM FRAMESILL DETAIL

FACE BRICK OR GROUNDFACE, SEE ELEVATION

DA: 8.25

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

2"1 4"

ALUMINUM FRAME,SEE ELEVATION FOR TYPE


SEE

FRAM

E EL

EVAT

IONS

STEEL VERTICAL &HORIZONTAL PLATES, SEESTRUCTURAL

CMU LINTELGROUTED SOLID,SEE STRUCTURAL

3"412"

JOINT REINF. AT16"o.c. (VERT.)

BRICK FACE

AIR SPACE

THRU-WALL FLASHINGw/ WEEP HOLESSEE DA: 4.09

8.26


S11'-4"

1-1/2" AT FRAME AL-19

DA: 8.26

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

758" 75

8"

1'-314"


C

2'-0

"

1'-8

"4"

PLASTIC SHIM AS REQ'D,TYP.

2x CONTINUOUS TREATEDWOOD BLOCKING



10" STEEL STUD FRAMING @16" O.C. (TYP.) w/ BATTINSULATION

2" E.I.F.S.(TYP.)

2 1/8" CONTINUOUS TREATEDWOOD BLOCKING

8.27

1 1/2" = 1'-0" 1 INTERIOR ALUMINUM FRAMESILL / HEAD DETAIL





9'-0

" A.F

.F.

1'-314"

412"

538"53

8"

2 1/2" CONTINUOUSTREATED WOOD BLOCKING

DA: 8.27

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

8.28

1 1/2" = 1'-0" 2 INTERIOR ALUMINUM FRAMESILL DETAIL

8.28

1 1/2" = 1'-0" 1 INTERIOR ALUMINUM FRAMEHEAD DETAIL

EXTEND TOSTRUCTURE ABOVE,

TYPICAL

PLASTIC SHIMBLOCKING, TYPICAL

138" 41

2"

METAL CORNERBEAD, TYPICAL

ACOUSTICAL CEILING,TYPICAL

9'-2

" A.F

.F.

CAULK CONT. EACH SIDE,ENTIRE PERIMETER OFFRAME13

8"

6" CFMF BOXBEAM

ALUMINUM FRAME WITHGLASS, SEE ELEVATIONFOR TYPE OF GLASS

1916"

412"

5'-0

" FRA

ME

(SLO

PED

BEYO

ND)

1916"

A8

4'-0

" A.F

.F.

PLASTIO SHIM AS REQUIRED TRIM

ALUMINUM FRAME WITH GLASS, SEEELEVATION FOR TYPE OF GLASS

BULLNOSE CMU, TYPICAL

CAULK CONT. EACH SIDE,ENTIRE PERIMETER OFFRAME

714"

D3

DA: 8.28

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

ALUMINUM WINDOW ELEVATIONS

1

8.82

P1AT WALL TYPE

B WINDOW TYPE

3'-4"

2'-3

"

6'-0

" 3'-5

1 2"

1

8.81

S1AT WALL TYPE1" TINTED, TEMP.INSULATED GLASS,TYPICAL

SINGLE HUNGALUM. WINDOWWITH SCREEN

A WINDOW TYPE

3'-4"

6'-0

"

STORM SHELTER RATED

1

8.80

P1AT WALL TYPE

2

8.82

S1AT WALL TYPE

1

8.83

1

8.84

AT WALL TYPE Y1

2'-3

"3

'-9"

FIXED TORNADO/STORM SHELTER RATEDWINDOW ASSEMBLY

SEE SPECIFICATIONSFOR REQUIRED GLAZING

1

8.85

AT WALL TYPE T1

1

8.83

1

8.86

AT WALL TYPE Y1

AT WALL TYPE T1

AT WALL TYPE Y1

SEE DA: 2/8.85 @ WALL TYPE TI(STAIR S-7 ONLY)SEE DA: 2/8.86 @ WALL TYPE T1(CORRIDOR B1 ONLY)

DA: 8.70

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

P1

ROPE WICKS at 16"o.c.

ANGLE LINTEL, SEE STRUCT.FINISH # 1E

3"

GROUND FACE C.M.U.

AIR SPACE

HEAD DETAIL

CONT. THRU-WALL FLASHINGw/ DRIP EDGESEE DA 4.12

CAULK CONT. EACH SIDE,ENTIRE PERIMETER OF

FRAME

METAL CORNER BEAD

BOX BEAM W/RIGID INSULATION

SILL DETAIL1'-45

8"

AIR & VAPOR BARRIER ON

P1

438"

SUB-FRAME

CONT. 2x WOOD BLOCKING(TREATED)

CONT. 2x WOOD BLOCKING(TREATED)

3/4" PLYWOOD W/PLAS. LAM. FINISH

SEALANT

METAL EDGE & CAULK

TREATED WOOD SHIM ASREQ'D

GROUND FACE C.M.U.

23

4"

THRU WALL FLASHINGWITH WEEP HOLES

8.80

1 1/2" = 1'-0" 1 WINDOW FRAME DETAILAT WALL TYPE "P1"

EXTERIOR FACE OF SHEATHING

AIR & VAPOR BARRIERON EXTERIOR FACE OF SHEATHING

114"

WOOD APRON

958"

ALUM. SILL SET INCAULK & CAULKED ATBOTH ENDS

ALUM. SUB-SILL

DA: 8.80

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

HEAD DETAIL

SILL DETAIL

BULLNOSE BLOCKSILL

3"

S1

JOINT REINF. AT16"o.c. (VERT.)

EXTERIOR FACE BRICKOR GROUND FACE BLOCK

(SEE ELEVATIONS)

AIR SPACE

2" RIGID INSULATION

THRU-WALL FLASHINGw/ ROPE WICKS

LINTEL (SEE STRUCT.)FINISH # 1E @ EXTERIORFINISH # 14 @ INTERIOR

CAULK CONT. EACH SIDE,ENTIRE PERIMETER

OF FRAME

ALUM. SUB FRAME


(USE EPOXY MORTAR AT SILLS)

S1

1'-4" (8" C.M.U.)S1

TREATED WOOD SHIM/BLOCKING AS REQ'D

GROUND FACEBLOCK OR BRICK(SEE ELEVATIONS)


BULLNOSE

THRU WALL FLASHINGWITH WEEP HOLES

8.81

1 1/2" = 1'-0" 1 WINDOW FRAME DETAILAT WALL TYPE "S1"

ALUM. SUB-SILL

ALUM. SILL SET INCAULK & CAULKED ATBOTH ENDS

FASTENERS SHALL NOTPENETRATE FLASHING

DA: 8.81

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

BULL-NOSE C.M.U.

EXTERIOR FACE BRICK

GROUT SOLIDw/ REINF. (SEE STRUCT.)

3"

4'-0" M.O.

1'-4

" (8

" C.M

.U.)

ALUM. SUB FRAME

P1

PLASTIC LAMINATEDSILL BELOW

TREATED WOODBLOCKING TYP.


3"

ALUM. SUB FRAME

SEALANT, ENTIRE PERIMETEROF FRAMESEE ELEVATION

1'-4

58"

METAL CORNER BEAD

ALUM. SILL BELOW

BULL-NOSE C.M.U.SILL BELOW

S1

ALUMINUM SILLEXTENDER BELOW

RETURN BRICK FOR LINTELBEARING ABOVE, SEESTRUCT.

8.82

1 1/2" = 1'-0" 1 WINDOW FRAME JAMB DETAILAT WALL TYPE "P1"

8.82

1 1/2" = 1'-0" 2 WINDOW FRAME JAMB DETAILAT WALL TYPE "S1"

METAL EDGE & CAULK

CONTINUOUS CAULK AROUND ENTIRESILL PERIMETER

2X - TREATEDWOOD BLOCKING

AIR /VAPORBARRIER,SEE SPECS.

DA: 8.82

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

AutoCAD SHX Text

P-1020

AutoCAD SHX Text

P-1001

HEAD DETAIL

SILL DETAIL

8.83

1 1/2" = 1'-0" 1 WINDOW FRAME DETAILAT STORM SHELTER

6'-0

" OPE

NIN

G

2'-314"

8" 1'-2" 514"

Y1

Y1

1" EJ (TYP.)

ACOUSTICAL CEILING,SEE CEILING PLANS

METAL CORNER BEAD

METAL EDGE & CAULK

1/2" CAULK JOINT @HEAD AND JAMBS (TYP.)

TORNADO/STORM SHELTERRATED WINDOW ASSEMBLY,SEE SPECS.

CAULK, CONT. ENTIREPERIMETER OF FRAME

312"

114"

WOOD APRON

3/4" PLYWOOD W/PLAS. LAM. FINISH

PLASTIC LAM. SILL TO BEANCHORED TO STUD FRAMING ONLY

SEALANT

THRU-WALL FLASHINGw/ WEEPS,SEE DA: 4.13 (SIM.)

STEEL PLATE LINTEL,SEE STRUCTURAL

SUPPORT FLASHING w/RIGID INSULATION

ALIGN WINDOWASSEMBLY w/ FACEOF PRE-CAST PANEL


AT JAMBS, RETURNBRICK TO WITHING 12"OF PRE-CAST PANEL.SEAL WITH BACKERROD & CAULK

THRU-WALL FLASHINGw/ WEEPS AT WINDOWSILL. SUPPORTFLASHING WITH RIGIDINSULATION

PRE-FINISHED METALSILL FLASHING w/DRIP EDGE

PROVIDE 2x FIRE TREATEDWOOD BLOCKING @ CAVITYTO SUPPORT SILL FLASHING

DA: 8.83

MWBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

8.84

1 1/2" = 1'-0" 1 WINDOW FRAME JAMB DETAILAT STORM SHELTER

JAMB DETAIL

3'-4" OPENING

2'-3

1 4"

8"

1'-2

"51

4"

Y1

1" E

J (T

YP.)

METAL CORNER BEAD

METAL EDGE & CAULK

1/2" CAULK JOINT @HEAD AND JAMBS (TYP.)

ALIGN WINDOW ASSEMBLYw/ FACE OF PRE-CAST PANEL

BACKER ROD AND CAULK,ENTIRE PERIMETER OF FRAME.



12" BACKER ROD AND CAULKWHERE BRICK MEETSPRE-CAST WALLS PANELSRETURN BRICK AT JAMBS TO

WITHIN 12" OF PRE-CAST WALL

DA: 8.84

ACBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

8.85

1 1/2" = 1'-0" 2 WINDOW SILL DETAILAT STORM SHELTER (STAIR S-7 ONLY)

6'-0

" OPE

NIN

G

1'-10"

8" 1'-2"

T1

T1

ACOUSTICAL CEILING,SEE CEILING PLANS



SEALANT

THRU-WALL FLASHINGw/ WEEPS,SEE DA: 4.13 (SIM.)

STEEL PLATE LINTEL,SEE STRUCTURAL

SUPPORT FLASHING w/RIGID INSULATION

ALIGN WINDOWASSEMBLY w/ FACEOF PRE-CAST PANEL


AT JAMBS, RETURNBRICK TO WITHING 12"OF PRE-CAST PANEL.SEAL WITH BACKERROD & CAULK





6'-0

" OPE

NIN

G

8.85

1 1/2" = 1'-0" 1 WINDOW HEAD DETAILAT STORM SHELTER

DA: 8.85

ACBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

8.86

1 1/2" = 1'-0" 1 WINDOW FRAME JAMB DETAILAT STORM SHELTER

JAMB DETAIL

3'-4" OPENING

1'-1

0"

8"

1'-2

"

T1

ALIGN WINDOW ASSEMBLYw/ FACE OF PRE-CAST PANEL

BACKER ROD AND CAULK,ENTIRE PERIMETER OF FRAME.



12" BACKER ROD AND CAULKWHERE BRICK MEETSPRE-CAST WALLS PANELSRETURN BRICK AT JAMBS TO

WITHIN 12" OF PRE-CAST WALL

SILL DETAILT1


SEALANT

ALIGN WINDOW ASSEMBLY w/FACE OF PRE-CAST PANELAT JAMBS, RETURN

BRICK TO WITHING 12"OF PRE-CAST PANEL.SEAL WITH BACKERROD & CAULK




A8

EXPANSION JOINT, EJ-C2, ATJAMBS AND SILL

BULLNOSE BLOCK AT SILLAND JAMBS

8.86

1 1/2" = 1'-0" 2 WINDOW FRAME SILL DETAILAT STORM SHELTER (CORRIDOR B1 ONLY)

DA: 8.86

ACBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

MATERIAL

MATERIALEXISTINGPATCH

OPEN

SOLID

SHOWN

EXISTING

(SEE

NEW

PAINTFINISH

SPEC.)

SHOWN

NO. ROOM NAME

FLOOR BASE WALL CEILING CLG. NOTES

NOTES ON

HT.

REFER TO

DA 9.02ROOM MATERIAL SCHEDULE

CARPET

RESILIENT

RESILIENT

DRYWALL

ACOUSTICAL

FIRST FLOOR

SEALED CONCRETE

DRYWALL

STRUCTUREEXPOSED

RESINOUS

BLOCK

RESINOUS

P

1 PORCELAIN TILE

PORCELAIN TILE

A2 CORRIDOR

A3

A1 CORRIDOR

PRECAST

CORRIDOR

700SP.ED. CLASSROOM

701 LOBBY

702 VESTIBULE

703 CONF. ROOM

704 OFFICE

S-6 STAIR

X602 CONF. RM.

X604 OFFICE

9'-0"

400 CORRIDOR EX. 11'-4"

9'-0"

9'-4"

9'-4"

10'-0"

9'-0"

VARIES

VARIES

EXPOSED

9'-0"

9'-0"

2, 5, 6, 8

2, 5, 6, 8

2, 5, 6, 8

4, 8

P3

3P3

P3

8

1

13

3

33

3

2

2, 7, 8

7

33

33

33

33

33 3

3

77

77

77

77

77

77

77

77

FACE BRICK orGROUND FACE CM

U

7

7DA: 9.01A

JCBY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

S

MATERIAL


OPEN

SOLID

SHOWN

EXISTING

(SEE

NEW

PAINTFINISH

SPEC.)

SHOWN

NO. ROOM NAME

ROOM MATERIAL SCHEDULE

P

1


NOTES ON

HT.

REFER TO

DA 9.02

CARPET

RESILIENT

RESILIENT

DRYWALL

ACOUSTICAL

FIRST FLOOR

SEALED CONCRETE

DRYWALL

STRUCTUREEXPOSED

RESINOUS

BLOCK

RESINOUS

PORCELAIN TILE

PORCELAIN TILE

CERAMIC TILE

PRECAST

705 WORK ROOM

706 LUNCH ROOM

707 PASSAGE

708 TOILET

709 TOILET

710SCIENCECLASSROOM

710A OFFICE

710B PREP. ROOM

712SCIENCECLASSROOM

712A OFFICE

712B PREP. ROOM

S-7 STAIR

711CLASSROOMSP.ED.

9'-0"

9'-0"

9'-0"

8'-0"

8'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

VARIES

2

2

2

2

4

77

77 7

77

77

33

33

33

33

33

33 3

33

33

33

33

33

33

33

33 3

33

33

33

33

DA: 9.01B

JCBY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

S

MATERIAL


OPEN

SOLID

SHOWN

EXISTING

(SEE

NEW

PAINTFINISH

SPEC.)

SHOWN

NO. ROOM NAME

FLOOR BASE WALL CLG. NOTES

NOTES ON

HT.

REFER TO


CARPET

RESILIENT

RESILIENT

DRYWALL

FIRST FLOOR

SEALED CONCRETE

RESINOUS

BLOCK

RESINOUS

P

1 PORCELAIN TILE

PORCELAIN TILE

CERAMIC TILE

713 CLASSROOM

714 CLASSROOM

715 CLASSROOM

716 CLASSROOM

717 BOY'S TLT

718 GIRL'S TLT

719 STOR. / CUSTODIAL

720 ELEC. / DATA

A1-E ELEC.

ACOUSTICAL

DRYWALL

STRUCTURE

PRECAST

9'-0"

9'-0"

9'-0"

9'-0"

9'-4"

9'-4"

3

3

900 MECHANICAL

CEILING

2

2

2

2

7

77 7

7

77 7

77

77

77

77

77

77

33

333

33 3

333

33

3 33

DA: 9.01C

JCBY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

AutoCAD SHX Text

N

AutoCAD SHX Text

E

AutoCAD SHX Text

W

AutoCAD SHX Text

S

MATERIAL


OPEN

SOLID

SHOWN

EXISTING

(SEE

NEW

PAINTFINISH

SPEC.)

SHOWN

NO. ROOM NAME


NOTES ON

HT.

REFER TO


CARPET

RESILIENT

RESILIENT

DRYWALL

SECOND FLOOR

SEALED CONCRETE

RESINOUS

BLOCK

RESINOUS

P

1 PORCELAIN TILE

PORCELAIN TILE

CERAMIC TILE

X804 EX. CLASSROOM

X800 EX. CORRIDOR

B1 CORRIDOR

B2 CORRIDOR

B3 CORRIDOR

CLASSROOMSP.ED.

800

801 CLASSROOM

802 CLASSROOM

803

CLASSROOM804

CLASSROOM

SCIENCE

804A OFFICE

804B PREP. ROOM

ACOUSTICAL

DRYWALL

STRUCTURE

PRECAST

9'-4"

9'-4"

9'-4"

9'-4"

EX

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

2, 5, 6,

2, 5, 6, 8

2, 5, 6, 8

8, 9

2

2

2

2

2

P 7

9P3

P3

3

77

77

77

7 777

7 77

33

33

33

333

33

3

33

333

33 3 3

3

33 3

33

33

800A NEW CORRIDOR 9'-4" 87

7 77

DA: 9.01D

JCBY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

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PRO

JECT N

O. 19-06C

07/10/2020

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N

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E

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MATERIAL


OPEN

SOLID

SHOWN

EXISTING

(SEE

NEW

PAINTFINISH

SPEC.)

SHOWN

NO. ROOM NAME

FLOOR BASE WALL CLG. NOTES

NOTES ON

HT.

REFER TO


CARPET

RESILIENT

RESILIENT

DRYWALL

SECOND FLOOR

SEALED CONCRETE

RESINOUS

BLOCK

RESINOUS

P

1 PORCELAIN TILE

PORCELAIN TILE

CERAMIC TILE

CLASSROOM805 SCIENCE

805A OFFICE

805B PREP. ROOM

806 CLASSROOM

807 CLASSROOM

808 CLASSROOM

809 CLASSROOM

810 BOY'S TLT

811 GIRLS TLT

812 STORAGE

B1-E ELEC.

ACOUSTICAL

DRYWALL

STRUCTURE

PRECAST

9'-4"

9'-4"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

9'-0"

--

3

3

2

2

2

2

2

813 SP.ED. CLASSROOM 9'-0"

77

77

7

777

77

77

77

77

33

33 3

33

33

3

33 3

33

33

33

33

33

333

3 33

33

33 2

DA: 9.01E

JCBY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

AutoCAD SHX Text

N

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E

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S

SCHEDULE NOTESROOM MATERIAL

1. ALL EXISTING SPACES NOTED TO BE FINISHED (PAINTED) SHALL BE PATCHED & REPAIRED, INCLUDINGCRACKS ABOVE & AROUND DOORS, WINDOWS, & ANY PATCHWORK OF OLD MOUNTING HOLES FROMITEMS REMOVED UNDER THIS PROJECT & ITEMS PREVIOUSLY REMOVED, ALSO CRACKS IN CORNERSWHERE PARTITIONS INTERSECT, ETC. METHOD OF PATCHING SHALL INCLUDE PLASTER, JOINTCOMPOUND, CAULKING OR MORTAR. ALL FINISHES SHALL MATCH EXISTING & BE PAINTABLE.

2. SEE SHEETS A1.6-A1.7 FOR FLOOR PATTERN PLANS.

3. PAINT ACCENT COLOR(S). SEE SHEET A3.1 FOR LOCATIONS.

4. RUBBER TREADS AND RISERS AT STAIRS, LANDINGS TO RECEIVE RUBBER FLOORING.

5. PAINT ACCENT COLOR AT ENTIRE WALL BEHIND E.W.C. (FINISH #7)

6. PAINT DOOR RECESS (WALL W/ DOOR) @ CLASSROOM ACCENT COLOR. COORDINATE WITH ARCHITECT.(FINISH #7).

7. PAINT EXPOSED ROOF STRUCTURE, METAL DECK, CONDUITS AND DUCTWORK FINISH #18.

8. ALL DRYWALL BULKHEADS ARE TO RECEIVE ACCENT PAINT FINISH #3. SEE REFLECTED CEILING PLANSDRAWINGS #A5.1 THRU #A5.2 FOR HEIGHTS AND LOCATIONS OF DRYWALL BULKHEADS.

9. REMOVE AND REPLACE EXISTING ACOUSTICAL CEILING AS REQUIRED FOR NEW WORK.

DA: 9.02

JCBY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DO NOTATTACHDRYWALLTO THISSTUD

6" MAX.

30' MIN.SEE SPEC.

DRYWALL C.J. BOTH SIDES OFWALL, BOTH CORNERS OFOPENING

C.J. C.J. C.J. C.J.

9.10

3" = 1'-0" 1 DRYWALL AT MASONRY

OR CONCRETE WALL 9.10

3" = 1'-0" 2 DRYWALL C.J. AT MAS.

OR CONCRETE WALL

9.10

3" = 1'-0" 4 TYPICAL C.J. AT DRY-

WALL & CFMF STUDS9.10

3" = 1'-0" 3 DRYWALL SOFFIT AT

LAY-IN TILE CEILING

9.10

N.T.S. 5 TYPICAL DRYWALL C.J.'sAT DOOR OPENINGS

METAL EDGETRIM & SPACKLE

(TYP.)

3/8" CAULKJOINT (TYP.)

CONCRETE OR MASONRYC.J. W/ BOND BREAKER

CONTROL JOINT ANDSPACKLEFURRED

DRYWALLJ-CHANNELS

METAL CORNER BEAD &SPACKLE

ACOUSTIC TILECEILING

2" UNLESS NOTEDOTHERWISE

CONTROL JOINT ANDSPACKLE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.10

JC

METAL DECKSEE STRUCT.

NOTE: USE FIRE-RATED MATERIALS INSTALLED IN ACCORDANCETO MNFR'S DETAILS AS REQ'D TO ACHIEVE FIRE RATINGSHOWN ON REF. CEILING PLAN

NOTE: USE FIRE-RATED MATERIALS INSTALLED IN ACCORDANCETO MNFR'S DETAILS AS REQ'D TO ACHIEVE FIRE RATINGSHOWN ON REF. CEILING PLAN

9.11

3" = 1'-0" 1 DRYWALL PARTITION

(PERP. TO FLUTES) 9.11

3" = 1'-0" 2 DRYWALL PARTITION

(PARALLEL TO FLUTES)

9.11

1 1/2" - 1'-0" 3 TYPICAL BULKHEAD


2"

REFE

R TO

CLG

. PLA

N

SEE

PLAN

REFE

R TO

CLG

. PLA

N

ACOUSTICALCEILING

UL SYSTEM # HW-D-0059 UL SYSTEM # HW-D-0059

METAL DECKSEE STRUCT.

1 1/

2"

1 1/

2"

1 1/

2"

1 1/

2"

EXTEND TO STRUCTUREABOVE

5/8" DRYWALL ON 3 5/8" CFMFSTUDS FRAMING TYP. @ 16" O.C.

ACOUSTICALCEILING

SEE FLOOR PLANFOR WALL TYPE

TROWELLEDSEALANT BOTHSIDES (TYP.)OVERLAP 1/2" MIN.

MINERAL WOOL INSULATIONCOMPRESSED IN VOIDS IN DECK(TYP.)

SLIP TRACK

METALDECK

MINERAL WOOL INSULATIONCOMPRESSED IN VOIDS IN DECK(TYP.)

METALDECK

SLIP TRACK

TROWELLEDSEALANT BOTHSIDES (TYP.)OVERLAP 1/2" MIN.

SEE FLOORPLAN FOR WALLTYPE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.11

JC

9.12

3/4" = 1'-0" 2 TYPICAL DRYWALL PARTITIONTERMINATION @ BAR JOIST

9.12

3/4" = 1'-0" 1 TYPICAL DRYWALL PARTITIONTERMINATION @ BAR JOIST

TYP. BOTH SIDES

DRYWALL PARTITION @ BEAM IS SIMILAR.

29.11

29.12

NOTES:

STEEL JOIST TYP.

MAINTAIN 3/4" CLEAR FOR DEFLECTION OF BARJOISTS

DRYWALL PARTITION REFER TO FLOOR PLAN FORWALL TYPES

METAL DECK

PENETRATIONS @ FIRE-RATED WALLS SHALL BE SEALED W/ FIRE-RATED MATERIALS, INSTALLED IN ACCORDANCEW/ MNFR'S DETAILS TO ACHIEVE FIRE RATING.

TROWELLED SEALANT (TYP.)

MAINTAIN 3/4" CLEAR FORDEFLECTION OF BAR JOISTS

STEEL JOIST

STUDS

BRIDGING

SEAL TIGHT TO UNDERSIDE OFDECK

EXIST. METAL DECK

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.12

JC

NOTES:

29.13

TYP. BOTH SIDES

9.13

3/4" = 1'-0" 2 TYPICAL DRYWALL PARTITIONTERMINATION at BEAM

9.13

3/4" = 1'-0" 1 TYPICAL DRYWALL PARTITIONTERMINATION at BEAM

EXISTING SLABSTRUCT. ABOVE

EXISTING STRUCTURAL BEAM

MAINTAIN 1 1/2" CLEAR FOR DEFLECTION OFSTRUCT. FILL w/ SEALANT

GYP. BOARD PARTITION, REFER TOFLOOR PLAN FOR WALL TYPES

TOWELLED SEALANT (TYP.)REFER TO DA: 9.11

EXISTING SLABSTRUCT. ABOVE

SEAL TIGHT TO UNDER-SIDE OF STRUCTURE

STUDS & BRIDGING

TROWELLED SEALANT (TYP.)

MAINTAIN 1 1/2" CLEAR FORDEFLECTION OF STRUCT.FILL w/ SEALANT

PENETRATIONS @ FIRE-RATED WALLS SHALL BE SEALED W/FIRE-RATED MATERIALS, INSTALLED IN ACCORDANCE W/ MNFR'SDETAILS TO ACHIEVE FIRE RATING.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.13

JC

SINGLE DOOR

9.14

1/4" = 1'-0" 2 TYPICAL C.J.s AT DOORRECESS

DOOR RECESS

C.J.

C.J. C.J.

9.14

1/4" = 1'-0" 1 TYPICAL C.J.s AT DOOR/WINDOW OPENINGS

CEILING LINE

FLOOR LINE

CEILING LINE C.J. - 3" ABOVE

WINDOW/BORROWED LITEDOUBLE DOOR

HING

E SI

DE

HING

E SI

DE

HING

E SI

DE

C.J. - 3" ABOVE CEILING LINE

C.J. - 3" ABOVE CEILINGLINE TYP.

CEILING LINE

C.J. - 3" ABOVE CEILING LINETYP.

FLOOR LINE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.14

JC

9.15

3" = 1'-0" 1 DRYWALL INTERSECTION DETAIL

AT ADJACENT PARTITION

LINE OF ADJACENT DRYWALLPARTITIONSEE FLOOR PLAN

METAL EDGE TRIM &SPACKLE (TYP.)

3/8" CAULKJOINT (TYP.)

TYP. @ ALL INTERIOR & EXTERIOR WALLS

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.15

JC

9.26A

1 1/2" = 1'-0" 1 TILE BASE DETAIL

CERAMIC/PORCELAIN FLOOR TILE,SEE SPEC.

6"±

SEE

ELEV

.

GLAZED WALL TILE (SEE SPEC.)

CEILING, SEE PLANS AND FINISHSCHEDULE

PAINTED DRYWALL OR MASONRYPARTITION (FINISH #7)

CERAMIC/PORCELAIN TILE BASE W/ SQ.TOP & COVED BOTTOM, SEE SPEC.

GROUT, SEE SPEC.

SET IN CAULK

BULLNOSE TOP

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.26A

JC

BULLNOSE TOP

EXISTING WALL

6"

9.26B

1 1/2 = 1'-0" 1 SEAMLESS BASE & FLOORING

COVED SEAMLESS BASE

SEAMLESS FLOORING

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.26B

JC

CONC. SLAB

VINYL STRIP

CARPET

9.28

NOT TO SCALE 1 BINDER BAR

WHERE CARPET MEETSRESILIENT FLOOR

9.28

NOT TO SCALE 2 BINDER BAR

WHERE CARPET MEETSUNFINISHED FLOOR

1/8

"9.28

NOT TO SCALE 3 MARBLE THRESHOLD

WHERE CERAMIC OR PORCELAIN TILE MEETS

PORCELAIN OR CERAMIC TILESCHLUTER METAL EDGE STRIP

PORCELAIN TILE ORCARPET OR CONC.OR RESILIENT FLOOR

1 12"

PORCELAIN ORCERAMIC TILE

ALUM. CARPETEDGE W/ ANCHORS

9.28

NOT TO SCALE 4 METAL THRESHOLD

WHERE CERAMIC TILE OR PORCELAINTILE MEETS CARPET (TYP.)

1/8

"

METAL THRESHOLDCERAMIC TILE

CONC. SLAB

RESILIENT FLOOREXPOSED CONC.

9.28


WHERE CERAMIC TILE MEETSEXPOSED CONC. OR RESIL. FLOOR

VINYL STRIPRESILIENT FLOOR

9.28

NOT TO SCALE 6 REDUCER STRIP

RESILIENT FLOOR TILETO EXPOSED CONC.

1/8

"

CONC. SLAB

RESILIENTFLOOR

9.28


WHERE RUBBER TILE MEETSRESILIENT TILE

9.28

NOT TO SCALE 8 DIVIDER STRIP

RESILIENT FLOOR TILE TORESILIENT FLOOR TILE

1/8

"

BINDER BARRESILIENT FLOOR

CARPETEXPOSED CONC.

BINDER BARCARPET

RESILIENT TILE (TYP.) OR CONC. OR MEETS CARPET ORPORCELAIN TILE (WHERE NOTED ON PLANS ONLY)

METAL THRESHOLDRUBBER TILE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.28

JC

AutoCAD SHX Text

1_"

AutoCAD SHX Text

1|"

AutoCAD SHX Text

1/8"

AutoCAD SHX Text

1_"

9.30

N.T.S. 1 FIRESTOPPING at PIPE, CONDUIT, &CABLE thru WALL PENETRATION

9.30

N.T.S. 2 FIRESTOPPING at DUCTthru WALL PENETRATION

GENERAL NOTE FOR DA: 9.30:PENETRATIONS at FIRE-RATEDWALLS SHALL BE SEALED w/FIRE-RATED MATERIALS, INSTALLEDIN ACCORDANCE w/ MFR's DETAILSTO ACHIEVE FIRE RATING NOTEDON REFLECTED CEILING PLANS.

13 4" C

LEAR

(MAX.

)

STEEL OR PLASTICPIPE, CONDUIT, OR

CABLE RUN

MINERAL WOOL BATTPACKED TIGHTLY

TROWELLED SEALANTat EACH SIDE (TYP.)

RATED DRYWALL ASSEMBLYor C.M.U. WALL (SEE FLOORPLAN FOR WALL TYPES)

1" C

LEAR

(MAX.

)

FIRE DAMPERMOUNTING ANGLES

MINERAL WOOL BATTPACKED TIGHTLY

TROWELLED SEALANTat EACH SIDE (TYP.)

RATED DRYWALL ASSEMBLYor C.M.U. WALL (SEE FLOORPLAN FOR WALL TYPES)

METAL DUCT w/FIRE DAMPER

FIRE

DAM

PER

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.30

JC

NOTE: SEE DA DIVISION 16 FORSEISMIC BRACING AT LIGHT FIXTURES

9.40

1 1/2" = 1'-0" 1 CEILING GRID BRACINGFOR SEISMIC DESIGN CATEGORY C

2" MAX.

VERTICAL HANGER WIRE12-GAUGE @ 4'-0" O.C., NOMORE THAN 1 IN 6 OUT OFPLUMB

8" MAX.

GRID NOT ATTACHED TO WALLANGLES AT ANY WALL

SNAP-ON CLIPS TOPREVENT GRID SPREADINGCROSS TEE

HANGER WIRE NO MORETHAN 1 IN 6 OUT OF PLUMB

3/8"CLEARTYP.

7/8" MIN. WALL ANGLE

1/4"CLEARANCE

ALLROUND

SPRINKLER HEAD

NOTE: COMPLY WITH IBC SECTION 1613 AND ASCE 7REQUIREMENTS FOR SEISMIC DESIGN CATEGORY C

MAIN RUNNER

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.40

JC

5 1/2" X 5 1/2" WALL HYDRANT BOX (SEE MECH.)CUT MASONRY AS NEEDED TO RECESS ACCESS

BOX

9.41

N.T.S. 1 HYDRANT & GFI BOX DETAIL

8"

8" X 8" ACCESS PANEL FOR G.F.I. OUTLET (SEE ELEC.) CUTMASONRY AS NEEDED TO RECESS ACCESS PANEL BOX

FLOOR LINE

BASE (WHERE INDICATED)

COORDINATE LOCATIONS WITH PLUMBINGAND ELECTRICAL DRAWINGS.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 9.41

JC

MARKER BOARD / TACK BOARDTYPE ELEVATIONS

SEE SCHED. SEE SCHEDULE SEE SCHED.

SEE

SCHE

D.

FLOOR LINE

ALUM. FRAME

TRAY

TACKBOARD

TACKBOARDMARKER BOARD

TACKSTRIP & MAPRAIL

ADDITIONAL INFORMATION.REFER TO SPECS FOR

PER MFR. STANDARDS.

ON SCHEDULE ON 10.02-10.03.DIMENSIONS ARE SHOWN

DIMENSIONS ARE NOMINAL

3.

2.

1.

NOTES:

TACKBOARD

SEE

SCHE

D.

TRAY

ALUM.FRAME

FLOOR LINE

TACKSTRIP & MAPRAIL

SEE SCHEDULE SEE SCHED.

TRAY

TACKSTRIP& MAPRAIL

SEE

SCHE

D.

MARKERBOARD

SEE SCHEDULE

ALUM.FRAME

SEE

SCHE

D.

TACKBOARD

SEE SCHEDULE

TYPE 5: ALUM. FRAMETYPE 6: WRAPPED EDGES

SEE MARKER BOARD &TACK BOARD SCHEDULE

TYPE 1MARKER BOARD & TACK BOARD

1

10.01

1/4" = 1'-0"

TYPE 3MARKER BOARD

3

10.01

1/4" = 1'-0"

TYPE 4MARKER BOARD & TACK BOARD

4

10.01

1/4" = 1'-0" TYPE 5 OR 6TACK BOARD

5

10.01

1/4" = 1'-0"

MARKER BOARD




TYPE 2NOT USED

2

10.01

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.01

JC

MARKER BOARD / TACK BOARD SCHEDULE

ROOM TYPE REMARKSHT.MTG.MARKER BOARD TACK BOARD

700

710

SOUTH WALL

NORTH WALL

713

714

715

716

FIRST FLOOR1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

700 1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

710

710

SOUTH WALL1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

8'-0" x 4'-0" WEST WALL2'-6"

12'-0" x 4'-0" NORTH WALL

12'-0" x 4'-0"

8'-0" x 4'-0"

(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

2'-6"

2'-6"

2'-6"

712

712

712

SOUTH WALL

WEST WALL

NORTH WALL

713

(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1

1 NORTH WALL

SOUTH WALL(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1

714

(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1 NORTH WALL

SOUTH WALL(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1

(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1 NORTH WALL

SOUTH WALL(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1715

716

(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1 NORTH WALL

SOUTH WALL(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1

711

711

(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1 NORTH WALL

SOUTH WALL(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"1

5

3

5

3

A3 6 NORTH WALLSEE DA: 6.33-6.34 FOR TB

REQUIRED AT DISPLAY CASES

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.02

JC

MARKER BOARD / TACK BOARD SCHEDULE

ROOM TYPE REMARKSHT.MTG.MARKER BOARD TACK BOARD

NORTH WALL

SOUTH WALL

SECOND FLOOR4 4'-0" x 4'-0"6'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

800

800

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

801

801

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

802

802

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

803

803

SOUTH WALL1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

8'-0" x 4'-0" WEST WALL2'-6"

12'-0" x 4'-0" NORTH WALL2'-6"

5

3

804

804

804

12'-0" x 4'-0"

8'-0" x 4'-0"

(2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

2'-6"

2'-6" SOUTH WALL

WEST WALL

NORTH WALL1

5

3805

805

805

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

806

806

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

807

807

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

808

808

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

809

809

NORTH WALL

SOUTH WALL

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

813

813

X804 SOUTH WALL1 (2) 4'-0" x 4'-0"12'-0" x 4'-0" 2'-6"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.03

JC

LEGEND

MGS = INTERNATIONAL MALE GENDER SYMBOLFGS = INTERNATIONAL FEMALE GENDER SYMBOLWCS = INTERNATIONAL WHEELCHAIR SYMBOLXXX = THREE DIGIT NUMBER TO BE SPECIFIED LATER5W = MOUNT 5'-0" HIGH ON WALL ON THE LATCH SIDE OF DOORREFER TO SPECIFICATIONS FOR MORE INFORMATION

SCHEDULE OF IDENTIFICATION DEVICES

LOCATION (SEE SPEC.) QTY. COPY REQUIRED NOTESTYPE(INCHES)SIZE

700 1 1 8" x 8"CLASSROOM

5 1 4" x 8"CLASSROOM

8" x 8"S-6 6 1 STAIRS

5W

5W

5W

700

FIRST FLOOR

707 OFFICE1 2 8" x 8" 5W

5 1 4" x 8"CONFERENCE ROOM 5W703

703 1 1 8" x 8"CONFERENCE ROOM

5 1 4" x 8"OFFICE 5W704

704 1 1 8" x 8"OFFICE

5W

5W

5 1 4" x 8"WORK ROOM 5W705

705 1 1 8" x 8"WORK ROOM 5W

5 1 4" x 8"LUNCH ROOM 5W706

706 1 1 8" x 8"LUNCH ROOM 5W

708 TOILET4 1 8" x 8" 5W , MGS, FGS, WCS

709 TOILET4 1 8" x 8" 5W , MGS, FGS, WCS

5 1 4" x 8"SCIENCE CLASSROOM 5W710

710 1 1 8" x 8"SCIENCE CLASSROOM 5W

5 1 4" x 8"OFFICE 5W710a

710a 1 1 8" x 8"OFFICE 5W

5 1 4" x 8"PREP ROOM 5W710b

710b 1 1 8" x 8"PREP ROOM 5W

5 1 4" x 8" 5W711

711 1 1 8" x 8"SP.ED. CLASSROOM 5W

SP.ED. CLASSROOM

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.10a

JC

LEGEND




712 1 1 8" x 8"

5 1 4" x 8"

5W

5W

5W

712

FIRST FLOOR

5W

5W

5W

5W

5W

5W

SCIENCE CLASSROOM

SCIENCE CLASSROOM

OFFICE

OFFICE

PREP ROOM

PREP ROOM

712a 1 1 8" x 8"

5 1 4" x 8"712a

712b 1 1 8" x 8"

5 1 4" x 8"712b

8" x 8"S-7 6 1 STAIRS

713 1 1 8" x 8"

5 1 4" x 8"713 CLASSROOM

CLASSROOM

5W

5W714 1 1 8" x 8"


CLASSROOM

5W

5W715 1 1 8" x 8"


CLASSROOM

5W

5W716 1 1 8" x 8"


CLASSROOM

BOYS TOILET3 1 8" x 8" 5W , MGS, WCS

GIRLS TOILET2 1 8" x 8" 5W , FGS, WCS

717

718

STORAGE / CUSTODIAL 1 1 8" x 8"719 5W

7 1 3" X 12"720 ELEC / DATA 5W

7 1 3" X 12"A1-E ELEC 5W

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.10b

JC

LEGEND




800 1 1 8" x 8"

5 1 4" x 8"

5W

5W800

SECOND FLOOR

SP.ED. CLASSROOM

SP.ED. CLASSROOM

801 1 1 8" x 8"

5 1 4" x 8"

5W

5W801

CLASSROOM

CLASSROOM

802 1 1 8" x 8"

5 1 4" x 8"

5W

5W802

CLASSROOM

CLASSROOM

803 1 1 8" x 8"

5 1 4" x 8"

5W

5W803

CLASSROOM

CLASSROOM

1 1 8" x 8"

5 1 4" x 8"

5W

5W

5W

5W

5W

5W

SCIENCE CLASSROOM

SCIENCE CLASSROOM

OFFICE

OFFICE

PREP ROOM

PREP ROOM

1 1 8" x 8"

5 1 4" x 8"

1 1 8" x 8"

5 1 4" x 8"

804

804

804a

804a

804b

804b

1 1 8" x 8"

5 1 4" x 8"

5W

5W

5W

5W

5W

5W

SCIENCE CLASSROOM

SCIENCE CLASSROOM

OFFICE

OFFICE

PREP ROOM

PREP ROOM

1 1 8" x 8"

5 1 4" x 8"

1 1 8" x 8"

5 1 4" x 8"

805

805

805a

805a

805b

805b

8" x 8"S-6 6 1 STAIRS 5W

8" x 8"S-7 6 1 STAIRS 5W

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.10c

JC

LEGEND




806 1 1 8" x 8"

5 1 4" x 8"

5W

5W806

SECOND FLOOR

CLASSROOM

CLASSROOM

807 1 1 8" x 8"

5 1 4" x 8"

5W

5W807

CLASSROOM

CLASSROOM

808 1 1 8" x 8"

5 1 4" x 8"

5W

5W808

CLASSROOM

CLASSROOM

809 1 1 8" x 8"

5 1 4" x 8"

5W

5W809

CLASSROOM

CLASSROOM

BOYS TOILET3 1 8" x 8" 5W , MGS, WCS

GIRLS TOILET2 1 8" x 8" 5W , FGS, WCS

810

811

812 1 1 8" x 8" 5W CLASSROOM

813 1 1 8" x 8"

5 1 4" x 8"

5W

5W813

CLASSROOM

CLASSROOM

7 1 3" X 12"B1-E ELEC 5W

18" X 12" 5W, SEE SHEET CA1.1 FOR LOCATIONSF1 5 (SEE SHEET CA1.1)

5W, SEE SHEET CA1.1 FOR LOCATIONS

@ DOORS ENTERINGTORNADO SHELTER@ DOORS EXITINGTORNADO SHELTER

F3 5

(SEE SHEET CA1.1)

(SEE SHEET CA1.1) 18" X 12"

SIGNS TO BE LOCATEDADJACENT TO DOORS

239B, 260, 262, 271,& 352. COORDINATEFINAL LOCATIONS IN

FIELD WITH ARCHITECT.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.10d

JC

10.11

6" = 1'-0" 1 TYPICAL SIGNS

8" X 8"TYPE 1

Room Name

163

8"

8" 3/16"3/16"

3/16

"3/

16"

ROOM NUMBER1" HIGH LETTERS(COLOR: WHITE)

REMOVABLE LOWER PLATE(WHITE BACKGROUND)

3/4" RADIUSCORNERS (TYP.)

REMOVABLE UPPER PLATE(COLOR TO BE DETERMINED)

FRAME - ANCHOR TO WALL.

EQUA

LEQ

UAL

BRAILLE NUMBER

CLASSROOM NAME ORTEACHER'S NAME " HIGHLETTERS (COLOR: TOMATCH UPPERBACKGROUND)

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.11

JC

REST ROOM

GIRLS BOYS

F289233 HIGHWAY DD

WENTZVILLE, MISSOURI

GENERAL NOTES1. ALL SIGNS TO COMPLY WITH A.D.A. REQUIREMENTS INCLUDING BRAILLE.2. COPY SHOWN IN FOLLOWING SCHEDULE IS FOR BIDDING ONLY. OBTAIN ARCHITECT/

OWNER APPROVAL OF ALL COPY BEFORE MANUFACTURING.3. MOUNTING LOCATION AND HEIGHT SHALL BE AS DIRECTED IN FIELD.4. USE MANUFACTURER'S STANDARD SIZES CLOSE TO THOSE SHOWN. NOTE ANY CHANGES

ON SHOP DRAWINGS.5. SIGNS SHOWN HAVE HELVETICA MEDIUM TEXT, RADIUSED CORNERS & RAISED BORDER

APPROX. 1/8" WIDE SAME COLOR AS TEXT.6. TEXT TO BE CENTER JUSTIFIED.7. COLORS TO BE SELECTED FROM MANUFACTURER'S STANDARD COLORS.

TYPE 2(8"X 8")SOLID PLASTIC



TYPE 5(4"X 8") INTERIOR SIDE OF ROOMSOLID PLASTIC

INTERNATIONAL MALE OR FEMALEGENDER SYMBOL

INTERNATIONAL WHEELCHAIR SYMBOL

"BOYS" OR "GIRLS" AS REQ'D("MEN" OR "WOMEN")


STAIRS

MECHANICAL3" X 12"TYPE 7(8" X 8") SOLID PLASTIC

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.12

JC

TYPE F1(18" X 12")SOLID PLASTIC

TORNADO SHELTER250 mph safe room design wind speed (3-second gust)

Missile Impact Resistance:15 lbs. 2x4 @ 100 mph (horizontal)15 lbs. 2x4 @ 67 mph (vertical)

Safe room manufacturer/builder_________________________

SIGN BACKGROUND SHALL BE NON-REFLECTIVE. "TORNADO SAFE ROOM" AND LOGO SHALL BE REFLECTIVEUSING 3M SCOTCHLITE DIAMOND-GRADE REFLECTIVE SHEETING, YELLOW IN COLOR. VERIFY WITHMANUFACTURER THAT SIGN WILL GLOW FOR A MINIMUM OF 6 HOURS IN THE EVENT OF POWER LOSS.

TORNADO SHELTER

SIGN BACKGROUND SHALL BE NON-REFLECTIVE. "TORNADO SAFE ROOM", LOGO, AND ARROW SHALL BEREFLECTIVE USING 3M SCOTCHLITE DIAMOND-GRADE REFLECTIVE SHEETING, YELLOW IN COLOR. VERIFYWITH MANUFACTURER THAT SIGN WILL GLOW FOR A MINIMUM OF 6 HOURS IN THE EVENT OF POWER LOSS.

PROVIDE EIGHT (10) SIGNS: LOCATIONS TO BE SELECTED IN THE FIELD

NOTE: DIRECTIONALARROW WILL VARYAND SHALL DIRECTOCCUPANTS TOWARDTHE STORM SHELTER.


PROVIDE SIX (5) SIGNS: LOCATIONS TO BE SELECTED IN THE FIELD

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.13

JC

YOU ARE NOW LEAVING

250 mph safe room design wind speed (3-second gust)

Missile Impact Resistance:15 lbs. 2x4 @ 100 mph (horizontal)15 lbs. 2x4 @ 67 mph (vertical)

Safe room manufacturer/builder_________________________

TORNADO SHELTER


SIGN BACKGROUND SHALL BE NON-REFLECTIVE. "TORNADO SAFE ROOM", LOGO, AND ARROW SHALL BEREFLECTIVE USING 3M SCOTCHLITE DIAMOND-GRADE REFLECTIVE SHEETING, YELLOW IN COLOR. VERIFYWITH MANUFACTURER THAT SIGN WILL GLOW FOR A MINIMUM OF 6 HOURS IN THE EVENT OF POWER LOSS.

PROVIDE SIX (5) SIGNS: LOCATIONS TO BE SELECTED IN THE FIELD

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.14

JC

10.17

3/4" = 1'-0" 1 TYPICAL SEMI-RECESSEDCABINET DETAILS

2'-8

" A.F

.F.

STUDS / GYP. BOARD &INSUL. PER WALL TYPES

RUNNER CHANNEL

GYP. BOARD RUNSTHROUGH WHEREEXPOSED

ROUGH OPENING:VERIFY W/ SHOPDRAWINGS

FIRE RATED CABINETWHERE NOTED ON PLAN

SHIM AS REQUIREDAROUND OPENING

DRYWALL

2'-0

" A.F

.F.

8" or 12" C.M.U. WALL(SINGLE OR DOUBLEWYTHE PER PLANS)

3"x3"x1/4" ANGLE W/CUT BLOCK FILLER

4" C.M.U. at 8" WALLS8" C.M.U. at 12" WALLS


C.M.U.

ROUGH OPENING:VERIFY W/ SHOPDRAWINGS

1'-6

1 2" A.

F.F.

1'-8

" A.F

.F.

8" or 12" C.M.U. WALL(SINGLE OR DOUBLEWYTHE AS REQUIRED)

3"x3"x1/4" ANGLE w/CUT BLOCK FILLER

4" C.M.U. at 8" WALLS8" C.M.U. at 12" WALLS

ROUGH OPENING:VERIFY W/SHOP DRAWINGS


STUDS / GYP. BOARD &INSUL. PER WALL TYPES

RUNNER CHANNEL

GYP. BOARD RUNSTHROUGH WHEREEXPOSED


10.17

3/4" = 1'-0" 2 TYPICAL SEMI-RECESSEDCABINET DETAILS W/ BLANKET

ROUGH OPENING:VERIFY W/SHOP DRAWINGS

DRYWALLC.M.U.

MAX

. 4'-0

" A.F

.F.

1'-8

" (10

LB

UNIT

)

MAX

. 4'-0

" A.F

.F.

1'-8

" (10

LB

UNIT

)

MAX

. 3'-1

0 1 2"

A.F.

F.

MAX

. 3'-1

1 1 2"

A.F.

F.

SAW CUT BLOCK ASREQ'D

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.17

JC

3'-0

"

6'-0

"

GROUT SOLID

PROVIDE WOOD BLOCKINGFOR ANCHORAGE AS REQ'D

8"

C.M.U. BASE

1 X 4 WOOD BLOCKING BY G.C., LOCATION ASREQ'D BY LOCKER SUPPLIER

1'-0"34"

3'-0

"

C.M.U. WALL

10.20

3/4" = 1'-0" 1 TYP. LOCKER SECTION

SLOPED METAL TOPBY LOCKER SUPPLIER

DOUBLE TIER LOCKERS PER SPECS., SEE FLOOR PLANSFOR LOCATIONS

BOTTOM MOLDING BY LOCKERMANUFACTURER

12x12x36 AT FIRST FLOOR CORRIDOR LOCKERS

15x12x36 AT SECOND FLOOR CORRIDOR LOCKERS

Ÿ

Ÿ

WALL BASE PER FINISHSCHEDULE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.20

JC

SEE PLAN - VARIES

FIRE EXTINGUISHERLOCKER (FE). SEEPLAN FOR LOCATIONS& QUANTITY.

DOUBLE TIER12" x 12" x 36"LOCKERS AS SPECIFIED.

ADA ACCESSIBLELOCKER, SEE SPECS.5% OF LOWER LOCKERSTO BE DESIGNATED FORADA ACCESS. SPACESEVENLY THROUGHOUTBUILDING.

10.21

1/4" = 1'-0" 1 TYPICAL CORRIDOR LOCKER ELEVATIONFIRST FLOOR CORRIDORS

10.21

1/4" = 1'-0" 2 TYPICAL CORRIDOR LOCKER ELEVATIONSECOND FLOOR CORRIDORS

EQUAL FILLER PANEL ASREQUIRED @ EACH ENDOF LOCKER GROUP

ACOUSTICAL TILECEILING

PAINTED CMU

SLOPED METALHOOD (TYP.)

RESILIENT BASE

1

10.20

SEE PLAN - VARIES

FIRE EXTINGUISHERLOCKER (FE). SEEPLAN FOR LOCATIONS& QUANTITY.

DOUBLE TIER12" x 12" x 36"LOCKERS AS SPECIFIED.

ADA ACCESSIBLELOCKER, SEE SPECS.5% OF LOWER LOCKERSTO BE DESIGNATED FORADA ACCESS. SPACESEVENLY THROUGHOUTBUILDING.

EQUAL FILLER PANEL ASREQUIRED @ EACH ENDOF LOCKER GROUP

ACOUSTICAL TILECEILING

PAINTED CMU

SLOPED METALHOOD (TYP.)

RESILIENT BASE

1

10.20

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.21

JC

WASHROOM ACCESSORIESQUANTITY and LOCATION

ITEM No. (SEE SPECIFICATIONS & LARGE SCALE PLANS)

1

ROOMNo.

DESC.

710

36" G

RAB

BAR

2

42" G

RAB

BAR

3

18" V

ERTI

CAL

GRAB

BAR

4 5 6 7 8 9 10

UTILI

TY S

HELF

w/

MO

P HO

LDER

S

NAPK

IN V

ENDO

R

NAPK

IN D

ISPO

SAL

A

PAPE

R TO

WEL

DISP

ENSE

R

B

TOILE

T PA

PER

DISP

ENSE

R

C

SOAP

DIS

PENS

ER

24" x

60"

MIR

ROR

2 2

712 2

2717

718

1 3 3

719

3

706

708

709

1 1

1 1 1

1 1 1

3 3

1 3 3 3 3 21 6 6

1

804 2 2

805 2

2810

811

1 3 3 3 3 3

1 3 3 3 3 21 6 6

2

2

FIRST FLOOR

SECOND FLOOR

24" x

36"

MIR

ROR

1

1 1

1 1 1

1 1 1

OWNER PROVIDEDCONTRACTOR INSTALLED

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.50

JC

10.58

N.T.S. 1 ABOVE CEILING BRACING @ ACOUSTICAL CEILINGS

REFE

R TO

INTE

RIO

R EL

EV. &

CEI

LING

PLAN

2" 3 5/8" CFMF STUDACOUSTICAL CEILING TILE &

GRID (TYP) FIRE TREATED 2X WOODNAILER

TOILET PARTITION PILASTER. FASTEN PLATE THROUGHACOUSTICAL TILE CEILING AND INTO WOOD NAILER.

PILASTER BASE PLATE BY TOILETPARTITION MFR.

FINISHED FLOOR

3 5/8" CFMF STUD KICKERS (4'-0" O.C.MAX.) @ 45 TO STRUCTURE ABOVE

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.58

JC

HOENER ASSOC. INC.

ST. LOUIS, MO.ARCHITECTS

FRONTIER MIDDLE SCHOOLADDITION

WENTZVILLE SCHOOL DISTRICTWENTZVILLE, MISSOURI

COMPLETED XXXXXXXX, 202X

BOARD OF EDUCATIONPRESIDENT

VICE PRESIDENTSECRETARYTREASURER

MEMBERMEMBERMEMBER

NAME B. NAMENAME B. NAMENAME B. NAMENAME B. NAMENAME B. NAMENAME B. NAMENAME B. NAME

SUPERINTENDENT OF SCHOOLSNAME B. NAME

ASST. SUPERINTENDENT OF SCHOOLSNAME B. NAME

2'-6

"

2'-0"

1 13

/16"

2 1/

2"3/

8" 1/4"3/

8" 3/8"7/

16"

1 9/

16"

1/2"

1/2"

3/4"

3/4"

1/2"

1/2"

3/4"

1"1/

2" 5/16

"1/2" 5/

16"1/2" 5/

16"1/2" 5/

16"1/2" 5/

16"1/2" 5/

16"1/2"

3/4"

3/4"

1"3/

4"1"

3/4"

1/2"

3/4"

1 1/

2"1"

3/4"

1"3"

2" 1/8" TYP.

3/16" TYP.

CONTRACTOR NAMEGENERAL CONTRACTOR

XXXXXXXX, MO.

2"

FACE OF WALL

RAISED EDGE

3/4"± dia. ROSETTE

ANCHOR TO SUITWALL MATERIAL

EDGE DETAIL

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 10.80

JC

10.80

NTS 1 DEDICATION PLAQUEELEVATION

TYPICAL CASEWORK NOTES (APPLY TO ALL DETAILS IN DIVISION 12)

1. ALL DOORS AND DRAWERS ARE TO BE LOCKABLE, KEYED ALIKE.

2. VINYL BASE AT CABINETS IS BY FLOORING CONTRACTOR.

3. PROVIDE FINISHED ENDS TO CABINETS WHERE EXPOSED.

4. G.C. SHALL PROVIDE BLOCKING IN WALLS AS REQUIRED FOR HANGING CABINETS.

5. FIELD VERIFY ALL WALL TO WALL DIMENSIONS.

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 12.01

JC

MW(NIC)

1

12.02

1/4" = 1'-0" CASEWORK ELEVATIONLUNCH ROOM 706

2'-10

"1'-

8"2'-

6"

EQ3'-0" 3'-0" 2'-3" 2'-3" 2'-9"

EQ

EQ 3'-0" 3'-0" 2'-3" 2'-3" 2'-9" EQ

25"D PLAM C-TOP W/ 4"BACKSPLASH

24"D PLAM BASE CAB. W/ (2)DRAWERS AND (1) ADJ. SHELF

14"D PLAM WALL CAB.W/ (1) ADJ. SHELF

FILLER PANEL

FILLER PANEL

24"D PLAM SINK BASE CAB.

24"D PLAM BASE CAB. W/ (1)DRAWER AND (1) ADJ. SHELF

14"D PLAM. WALL CAB. W/18"D OPEN SHELF

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 12.02

JC

1

12.03

1/4" = 1'-0" CASEWORK ELEVATIONWORK ROOM 705

2

12.03

1/4" = 1'-0" CASEWORK ELEVATIONWORK ROOM 705

EQ2'-9" 2'-9" 2'-9" 2'-9"

EQ1'-2"

EQ 2'-9" 2'-9" 2'-9" 2'-0" EQ 2'-0"

3'-0"

1'-6"

2'-6"

3'-0"

1'-6"

2'-6"

1'-2"2"

2'-9" 3'-0"112"

2'-0" 1" 2'-0" 3'-0" 112"

25"D PLAM C-TOP W/ 4"BACKSPLASH



FILLER PANEL

FILLER PANEL


25"D PLAM C-TOP W/ 4" BACKSPLASH



FILLER PANEL

FILLER PANEL


BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 12.03

JC

CROSS BAR

KNEE SPACE

30" DEEP BLACK EPOXYCOUNTERTOP

EPOXY SINK

2'-10

"

POWER OUTLET (BYCASEWORK MFR.)

DATA OUTLET (BYCASEWORK MFR.)

3'-0" 2'-0" 3'-0"

2

12.04

1/4" = 1'-0" DEMONSTRATION TABLE - ELEVATION VIEWSCIENCE CLRM 710, 712, 804, 805

1

12.04

1/4" = 1'-0" DEMONSTRATION TABLE - PLAN VIEWSCIENCE CLRM 710, 712, 804, 805

8'-0"

2'-6"

30" DEEP BLACK EPOXYCOUNTERTOP

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 12.04

JC

1

12.05

1/4" = 1'-0" CASEWORK ELEVATIONSCIENCE CLASSROOMS, TYPICAL

EQ 4'-0" 2'-6" 4'-0" 4'-0" 4'-0" 4'-0" 2'-6" 4'-0" EQ

EQ 4'-0" 2'-6" 4'-0" 4'-0" 4'-0" 4'-0" 2'-6" 4'-0" EQ2'-

10"

1'-8"

2'-6" 1'-

3"

7'-0"

14"D PLAM WALL CAB W/ GLASSFRONT AND (1) ADJ. SHELF

14"D PLAM WALL CAB W/GLASS FRONT

24"D PLAM TALL HGTCAB W/ GLASS FRONTAND (5) ADJ. SHELF24"D PLAM BASECAB. W/ (1) DRAWERAND (1) ADJ. SHELF

24"D PLAM BASE CAB.W/ (2) DRAWERS AND(1) ADJ. SHELF

24"D PLAM SINKBASE CAB.

FILLER PANELFILLER PANEL

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 12.05

JC

12.30

1 1/2" = 1'-0" 1 INSTALLATION TYPE 1IN WINDOW RETURN

12.30

1 1/2" = 1'-0" 3 INSTALLATION TYPE 3INSET ON FRAME

WALL TYPE

HOLLOW METALFRAME

HEADRAIL

ALUMINUM SLATS

WALL TYPE

ALUMINUM FRAME

HEADRAIL

ALUMINUM SLATSOR ROLLER SHADES @EXTERIOR WINDOWS

12.30

1 1/2" = 1'-0" 2 INSTALLATION TYPE 2TO WINDOW FRAME

ALUMINUM SLATS

HEADRAIL

HOLLOW METALFRAME

WALL TYPE

TYPE 1: FOR USE IN MOST EXTERIOR WINDOWCONDITIONS

TYPE 2: FOR USE WHERE A CONTINUOUS BLIND ISREQUIRED AND THERE IS A MULLION

TYPE 3: FOR USE WHERE A CONTINUOUS BLIND ISREQUIRED AND THERE IS NO MULLION

GENERAL NOTE:

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 12.30

JC

BLINDSMINI-

NUMBERSROOM

BLINDSMINI-

715 CLASSROOM

700 SP.ED. CLASSROOM

703 CONFERENCE ROOM

704 OFFICE

705 WORK ROOM

716 CLASSROOM

FIRST FLOOR

IN DOORSIDELIGHT/BORROWED

LIGHT

IN EXTERIORWINDOWS

BLIND SCHEDULE

706 LUNCH ROOM

710 SCIENCE CLASSROOM

710A OFFICE


712A OFFICE

713 CLASSROOM

714 CLASSROOM

711 SP.ED. CLASSROOM

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 12.31

JC

800 SP. ED. CLASSROOM

801 CLASSROOM

802 CLASSROOM

803 CLASSROOM


804A OFFICE


805A OFFICE

BLINDSMINI-

NUMBERSROOM

BLINDSMINI-

SECOND FLOOR

IN DOORSIDELIGHT/BORROWED

LIGHT

IN EXTERIORWINDOWS

BLIND SCHEDULE

806 CLASSROOM

807 CLASSROOM

808 CLASSROOM

809 CLASSROOM

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 12.32

JC

ROOF TOP UNIT - SEE MECH.

INSULATED CURB, SUPPLIED BY MECH.CONTR., INSTALLED BY ROOFING CONTR.

TREATED WOOD BLOCKING & SHIM AS REQ'D

STEEL CROSS ANGLES, W/ 6" HORIZONTALLEG, SHOP WELDED TO MAIN ANGLES.SEE STRUCT. DRWGS FOR SIZE

STEEL MAIN ANGLES , W/ 6" HORIZONTAL LEG,FIELD WELDED TO ROOF JOISTS OR BEAMS.SEE STRUCT. DRWGS FOR SIZE

MEMBRANE FLASHING TOROOFING MNFR'S DETAILS

RIGID AND/OR TAPEREDINSULATION (SEE ROOF PLAN)

METAL ROOF DECK WELDEDTO ANGLES

1'-0

" MIN

.

15.02

1 1/2" = 1'-0" 1 ROOF CURB DETAIL(at NEW CONSTRUCTION)

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 15.02

JC

3'-0"

TO O

RIFIC

E

3'-6"

+/- T

O OR

IFICE

2'-3"

MIN

. KNE

E SPA

CE

A.D.A. COMPLIANTELECTRIC WATER COOLER

FLOOR LINE

15.10

1/2" = 1'-0" 1 ELECTRIC WATER COOLER(TYP. MOUNTING HEIGHT)

BOTTLE FILLER,SEE MECH.

11'-4"

1'-11" 2'-6" 2'-6" 2'-6" 1'-11"

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 15.10

JC

CONCRETEFOUNDATIONAND FOOTING.SEE STRUCT.

ANCHORDOWN SPOUT

4x5 DOWNSPOUT(TYP.)

4" T

O 6

"

FINISHED GRADE

CAST IRON DOWNSPOUT SHOE(NEENAH R-4929-O12)

PAINT FINISH #1E

SEAL CONT. AT ENTIREPERIMETER OF HUB/SHOE

CONNECTION

3'-6

"1'

-4"

ANCHOR DOWN SPOUTBOOT TO WALL PER MFR.

RECOMMENDATIONS

CAST IRON ELBOWWITH HUB ATDOWNSPOUT SHOEPAINT FINISH #1E

4" T

O 6

"


ANCHORDOWN SPOUT

4x5 DOWNSPOUT(TYP.)

FINISHED GRADE

4x5 DOWNSPOUT(TYP.)

SEE CIVIL DRAWINGS FOR STORMDRAIN CONNECTION

SEE CIVILDRAWINGS FORSTORM DRAINCONNECTION


SEE CIVIL DRAWINGSFOR STORM DRAINCONNECTION

FINISHEDGRADE 4"

TO

6"

1'-4

"1'

-4"

DOWNSPOUT TERMINATION

(TYPE "A")

1

15.20

1" = 1'-0"

DOWNSPOUT TERMINATION

CAST IRON BOOT

3

15.20

1" = 1'-0"DOWNSPOUT TERMINATION

(TYPE "B")

2

15.20

1" = 1'-0"

BLACK PLASTIC DOWNSPOUTADAPTER

CAST IRON OFFSET PIPE PAINTFINISH #1E

BLACK PLASTIC DOWNSPOUTADAPTER

CAST IRON LONG SWEEP BENDPAINT FINISH #1E

BRASS CLEANOUT

BY:

DATE:

REV.:

HO

EN

ER

AS

SO

CIA

TE

S, IN

C.

ARC

HITEC

TUR

AL CO

RP.

NO

. 000193M

ARK A. R

EUTH

ERLIC

ENSE #006452

ARC

HITEC

TSST. LO

UIS, M

ISSOU

RI

PRO

JECT N

O. 19-06C

07/10/2020

DA: 15.20

JC

LIGHT FIXTURE CEILING GRID

INSTALL 2 X 12 GA. WIRES TIES, ATDIAGONALLY OPPOSITE CORNERS, FROMFIXTURE HOUSING TO STRUCTURE, AT ALLLIGHT FIXTURES UNDER 50 LBS.FOR FIXTURES OVER 50 LBS, CONSULTARCHITECT.

N.E.C. APPROVED CLIPS, 4 PER FIXTURE

BAR JOIST / BOTTOM TRUSS

WASHER & NUTBOTH SIDES OF UNISTRUT

THREADED SUSPENSION ROD

NOTE: WHERE CEILING HEIGHT &JOIST SPACING ALLOWS, LIGHTFIXTURES MAY BE RIGIDLYMOUNTED DIRECTLY TO BOTTOMOF BAR JOISTS.

112" UNISTRUT BOLTED

RIGIDLY TO JOISTS

LOCK NUT & YOKE

LIGHT FIXTURE

16.01

1 1/2" = 1'-0" 1 SEISMIC BRACING(at LIGHT FIXTURES)

16.01

1 1/2" = 1'-0" 2 SUSPENSION ROD DETAIL(at EXPOSED JOISTS)

BY:

DATE:

REV.:





PROJECT NO. 19-06C

07/10/2020

DA: 16.01

JC

detail manual - lcsconstruct.com€¦ · 9.01a-9.01eroom material schedule 9.02 room material...

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